Design and Analysis of Superstructure Section of Steel Truss Bridge Using Staad Pro With Solar Panel Installation as Cleanergy Source

DESIGN AND ANALYSIS OF SUPERSTRUCTURE SECTION OF STEEL TRUSS BRIDGE USING STAAD PRO WITH SOLAR PANEL INSTALLATION AS CLEANERGY SOURCE

Project by:

Abuiza, Sheena O. Bautista, Eliazar B. Munoz, Jomello Angelo N. Quilit, Mio Marco S.

Submitted to the School of Civil, Environmental and Geological Engineering (SCEGE)

In Partial Fulfillment of the Requirements For the Degree of Bachelor of Science in Civil Engineering

Mapua Institute of Technology Manila City

September/2014

i

ii

Executive Summary

This proposal attempts to give design and analysis of the steel truss bridge. Steel advantages, strength evaluation, economical assessment, or any areas concern would be associated and weighted then. The strength design method uses the LFRD specifications for conservative type of design. Such design philosophies offer a uniform level of safety due to its limit states. As Philippines suffered damage from numerous earthquakes, the proposed design must resist seismic activity to make an effective earthquake proof structure. To maximize its sustainability features, the proposed design has a solar panel supplement to produce source of electricity for bridge lightings.

iii

Table of Contents Chapter 1: Introduction Chapter 2: Presenting the Challenges

1

2.1 Problem Statement 2.2 Project Objective 2.3 Design Norms Considered 2.4 Major and Minor Areas of Civil Engineering 2.5 The Project Beneficiary 2.6 The Innovative Approach 2.7 The Research Component 2.8 The Design Component 2.9 Sustainable Development Concept

3 3 3 4 4 4 4 4 5

Chapter 3: Environmental Examination Report 3.1 Project Description 3.1.1 Project Rationale 3.1.2 Project Location 3.1.3 Project Information 3.1.4 Description of Project Phases 3.1.5 Pre-construction/Operational Phase 3.1.6 Construction Phase 3.1.7 Operational Phase 3.1.8 Abandonment Phase

6 6 7 7 8 8 8 8

3.2 Description of Environmental Setting and Receiving Environment 3.2.1 Physical Environment 3.2.2 Biological Environment 3.2.3 Socio Cultural, Economic and Political Environment 3.2.4 Future Environmental Conditions without Project

8 9 9 9

3.3 Impact Assessment and Mitigation 3.3.1 Summary Matrix of Predicted Environmental Issues/Impacts and their Level of Significance of Various Stages of Development

9

iv 3.3.2 Brief Discussion of Specific Significant Impacts on the Physical and Biological Resources 3.3.3 Brief Discussion of Specific Significant Socio-economic Effects/Impacts of the Project 3.4 Environmental Management Plan 3.4.1 Summary Matrix of Proposed Mitigation and Enhancement Measures, Estimated Cost and Responsibilities 3.4.2 Brief Discussion of Mitigation Enhancement Measures 3.4.3 Monitoring Plan 3.4.4 Institutional Responsibilities and Agreement

10 10

11 12 13 14

Chapter 4: The Research Component 4.1 Abstract 4.2 Introduction 4.3 Review of Related Literature 4.4 Methodology 4.4.1 Conceptual Framework 4.4.2 Description of the Conceptual Framework of the Study 4.5 Results and Discussion

15 15 15 17 18 19 20

Chapter 5: Detailed Engineering Design 5.1 Loads and Codes 5.1.1 Introduction 5.1.2 Dead Loads 5.1.3 Live Loads 5.1.4 Wind Loads 5.1.5 Seismic Loads 5.1.6 Total Factored Loads

21 21 21 22 22 22

5.2 Connections 5.2.1 Bolted Connections 5.2.2.1 Spacing of Bolts 5.2.2 Welded Connections 5.2.3 Gusset Plate Thickness

24 34 35 51

v 5.3 Plan Set 5.3.1 Site Plan 5.3.2 Architectural Design 5.3.2.1 Elevations 5.3.2.2 Section Details from STAAD PRO 5.3.3 Structural Design

53 58 62

Chapter 6: Promotional Material

66

Chapter 7: Budget Estimation

67

Chapter 8: Project Schedule

69

Chapter 9: Conclusion

72

Chapter 10: Recommendations

73

Chapter 11: Acknowledgements

74

Chapter 12: References

75

Appendices

52

vi

List of Tables, Illustrations, Charts or Graphs

Figure 1. Satellite view of the project’s location. Figure 2. Actual location of the project. Figure 3. Conceptual Framework of the Study. Figure 4. Example of HS20-44 Truck Loading. Figure 5. Varieties of Load Combinations used. Figure 6. Wide Flange details with direction of forces and moments Figure 7. Bridge Top Chord Member Figure 8. Cross Brace Member Figure 9. Metal Deck Support Member Figure 10. Bridge Web Member Figure 11. Long Stringer Member Figure 12. Bridge Girder Member Figure 13. Transverse Stringer Member Figure 14. Bridge Bottom Chord Member Figure 15. Panel Support Member Figure 16. Panel Top Chord Member Figure 17. Panel Bottom Chord Member

vii Figure 18. Panel Web Member Table 3.3.1. Summary Matrix of Predicted Environmental Issues/Impacts and their Level of Significance at Various Stages of Development Table 3.4.1. Summary Matrix of Proposed Mitigation and Enhancement Measures, Estimated Cost and Responsibilities Table 3.4.2. Brief Discussion of Mitigation and Enhancement Measures Table 5.2.2.1. Dimensions of Panel Support Table 5.2.2.2. Dimensions of Panel Top Chord Table 5.2.2.3. Dimensions of Panel Bottom Chord Table 5.2.2.4. Dimensions of Panel Web Member Table 7.1. Estimated Budget Table 8.1. Superstructure Construction Phase

1

Chapter 1: Introduction

A bridge is a structure erected as a linkage in physical impediments such as body of water so as to permit smooth and safe passage over the said obstacles. It is divided into an upper portion (the superstructure), which consists of the floor system, the slab, the main trusses, and a lower portion (the substructure) that comprises the column, abutment and piles. The former provides horizontal spans (deck and girders) and conveys the traffic load while the latter functions as a support of the super structure of the bridge. Furthermore, bridges play a critical role in the transportation system since it rides over urban congestion, waterways, valleys, etc. Thus, when catastrophic events transpire, specifically seismic activities and storm surges, these structures must surpass those complexities and be able to stand for continuous transportation function. If these structures fail, the transportation system suffers critically as passing through of people, transfer of goods, and connectivity among places would not be possible. The use of pre-stressed concrete bridge design has grown drastically since they were first introduced. Pre-stressed concrete is an approach to overcome the limitation of concrete in tension. On the other hand, conventional reinforced concrete is centered on the usage of steel reinforcement bars and inside poured concrete. Beam bridge is horizontally aligned, supported by a substructure units and could either be simply supported or continuous depending on the span variations. For over 60 years, precast and pre-stressed concrete girders have been used effectively in different states across the nation because of their durability, low life cycle cost, and modularity, among other advantages. These girders are most commonly used for full length, simply supported bridges. In consonance to steel design, steel, as a prime material in bridge construction, it is considered to be practical and economical in many situations. It is widely used around the world for the construction of bridges from very large to very small scales. In addition, steel is a versatile yet effective material that gives efficient and sustainable solutions offering a broad range of benefits addressing economic, environmental priorities of sustainability. Moreover, steel bridges dominate the markets for railway bridges, long span bridges, footbridges, and medium span highway bridges. It is also regarded as an anti-seismic structure and is recommended for use in seismic-prone regions. A truss bridge composes of a truss in its load- bearing superstructure. Its connected elements usually formed triangular units and any may be stressed from compression, tension, or both due to dynamic loads. The members of a truss can be arranged in an almost

2 unlimited number of ways, but the vast majority of trusses encountered in bridge or building work belong to one of the common types of trusses such as Warren truss, Warren truss with verticals, subdivided Warren truss, the Pratt truss, subdivided Pratt (Baltimore) truss, K truss, and the Howe truss.

3

Chapter 2: Presenting the Challenges

2.1 Problem Statement In the Philippines, most of the constructed and permanent bridges are pre-stressed like those in Botolan, Zambales. Although steel bridges were already introduced then, its advantages, pros and cons, are not yet explored and investigated as compared to the prestressed type one. 2.2 Project Objective The main objective of this project is to make a design and analysis of steel truss bridge, specifically and limited to its superstructure part. Its specific objective was to expose the essentials and benefits of steel truss bridge and to develop its design procedure using LRFD or Load and Resistance Factor Design. For energy production, a solar panel would be attached at the top of the bridge for the benefit of the locals of the community. 2.3 Design Norms Considered The project aimed to take into account the design strength conservativeness, solar energy production as accorded to LFRD, since this method is more conservative as compared to other strength design approach. As proven, LRFD developed structures have a more consistent factor of safety, on the top of its dynamic load combinations and factored loads, identification of adequate, economical, and lightweight steel sections. Thus, they are chosen to produce credible results. 2.4 Major and Minor Areas of Civil Engineering Structural Engineering is the main area of this thesis, since it mainly focuses on design of steel truss bridge on its superstructure part. Environmental and Construction Engineering are the minor areas of this thesis. In terms of Environmental Engineering, it focuses on principles to improve environmental conditions. Solar panel was used as a natural source of energy to provide clean and renewable energy from the sun. In the Construction Engineering aspect, it is concerned with the planning, designing and management of infrastructures. The thesis concentrated more on the design and analysis work and emphasized the aspect and economical details of the bridge.

4 2.5 The Project Beneficiary The main project beneficiary is the Department of Public Works and Highways, specifically Bridges Management Cluster-Unified Project Management Office. Furthermore, this study could serve as a theoretical model for future researchers whose studies are of the same nature. More so, it may also provide the necessary details to be cited in their studies in respective usability and time. 2.6 The Innovative Approach Part of the proposal is the design of a superstructure part of the bridge to be incorporated in Botolan, Zambales. Steel is the main material to be utilized in replacement of reinforcement concrete. The former provides greater strength with less material, and is easier to repair and offers greater depreciation years (life span) if properly maintained. Other considerations for innovative approach is the application of a solar panel for energy generation. Solar panels will serve as an alternative source of energy. They absorb solar radiation from the sun and convert that energy to electricity that provide clean and renewable energy. To illustrate the said design, various computer software were utilized and they are as follows: STAAD Pro, Microsoft Excel, AutoCAD and Google Sketch Up for the sets of plans and details of the structure. 2.7 The Research Component This research aimed to conduct a design and analysis of steel truss bridge on its superstructure part. Every aspect that could be assessed such as strength evaluation, and other areas possible might then be weighted and evaluated. The proposed steel truss bridge design adheres its strength design method to LFRD for compliance conservativeness and efficient factor of safety. 2.8 The Design Component The design component covered the upper part (the superstructure), which consists of the floor system, the slab, and the girders or the main trusses. It adopted the Load and Resistance Factor Design method for design conservativeness and safety factor consistency. Various types of loadings were then be considered, be it classified as either permanent or transient (variable). Permanent loads consist of dead load and superimposed dead load of structure which act on the bridge throughout its life. On the other hand, transient load or movable loads comprise vehicular and pedestrian live loads, impact loads, wind loads, and seismic loads. These aforementioned loads are factored and combined to develop an extreme adversative effect for each apiece member being designed.

5 2.9 Sustainable Concept With unfathomable consideration of the environment and the catastrophic events that confront humanity, this proposal developed an earthquake-proof structure to resist the enormous seismic forces for greater stability purposes. In particular, unpredicted earthquakes which might have greater intensity and magnitude value have potentials of causing impairment and intense damages to its bridges. If this transportation system suffers disparagingly as passing through of people, transfer of goods, and connectivity among places would be impaired. Part of the sustainable concept is the attachment and inclusion of a solar panel for clean energy production. The generated source of energy would be disseminated then to the locals of the community.

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Chapter 3: Environmental Examination Report

3.1 Project Description

3.1.1 Project Rationale The researchers were inspired to create this project in order to design a Bancal bridge that will be useful for different functions. Under the bridge, the researchers put a turbine within the running water which may be an alternate source of electricity for the community. 3.1.2 Project Location The project is located at the national highway, boundary of Botolan and Iba, Zambales.

Figure 1. The figure shows the satellite view of the location.

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Figure 2. The figure shows the actual location of the project

3.1.3 Project Information The project attempted to have a comparative analysis between the actual bridge design and the researchers’ bridge design in comparison with steel truss bridge. The strength design of the researchers is based on LFRD or Load and Resistance Factor Design specifications. The turbines under the bridge will provide an alternative source of energy for the community, since the water under the bridge that will be constructed is running rapidly. 3.1.4 Description of Project Phases The project will underwent 4 phases, namely pre-construction, construction, operational and abandonment phase. The Pre-construction phase is considered as the planning stage. In this phase, planning, budgeting, estimating, surveying, designing, preparing and collecting of data takes place. Construction Phase is where the construction begins. In this phase, the time work based on the contract has to be done. Operational phase is where site preparation, extraction, and monitoring of design and operating decisions are implemented. Lastly, Abandonment Phase is where the construction is unoccupied, on-hold or stop.

8 3.1.5 Pre-construction Phase        

Concept of the project Gathering of data Assessments of data Planning and Designing Preparation of Construction Documents Canvass of needed materials Surveying of the site and Land Assessment Estimation of the project cost

3.1.6 Construction Phase    

Excavation Bridge Construction – Construction of foundation, connections and steel trusses, installation of turbines, installation light post. Power Distribution System and incorporation of Green Design – Stored electricity from the water turbine. Clearing and Grubbing – Demolition of existing bridge.

3.1.7 Operational Phase The bridge has been used as a local and national transport system. It was also used as a source of electricity via innovation of modern design of bridge and water turbine system. 3.1.8 Abandonment Phase If properly maintained, the proposed bridge design could last extending over 100 years as customary to its ordinary life span.

3.2 Description of Environmental Setting and Receiving Environment

3.2.1 Physical Environment The location of the project is trees, a river system, foreign birds and domestic animals.

9 3.2.2 Biological Environment The site is surrounded by trees, a river system, foreign birds and domestic animals. The location is high in humidity and the atmospheric condition in the area is environmentally good due to the presence of plants and trees. 3.2.3 Socio-Cultural, Economic and Political Environment The urbanization at Botolan, Zambales is just normal. A moderate number of vehicles are passing by the old bridge which is beside the ongoing project: the Bancal Bridge. As the group sees the site, it is surrounded by nature, which means the site is not fully developed yet. 3.2.4 Future Environmental Conditions without the Project The project will not affect the environment such that they are just building a new bridge to replace the old bridge which has damages, making it prone to danger so that the bridge may collapse during natural calamities.

3.3 Impact Assessment and Mitigation

3.3.1 Summary Matrix of Predicted Environmental Issues/Impacts and their Level of Significance at Various Stages of Development Table 3.3.1 Summary Matrix of Predicted Environmental Issues/ Impacts and their Level of Significance at Various Stages of Development Predicted Environmental Issues/Impacts     

Air quality Noise Generation Increase in Population Water Quality In water demand

Level of Significance     

Moderate Impact Low Impact Low Impact High Impact Moderate Impact

10 3.3.2 Brief Discussion of Specific Significant Impacts on the Physical and Biological Resources

3.3.2.1 Existing Land Uses The site proposed has an existing bridge beside it, which is already old and has damages on some parts of the columns and beams. This is the reason why the head of the community plans to build a new bridge design in order to improve the traffic problem on the particular location and improve the safety of the bridge. 3.3.2.2 Atmospheric Condition By the time that the group inspected the site, the atmospheric condition on the area is hot, but the location is surrounded by trees and water body which improves air flow in the site. 3.3.2.3 Natural Resources Within the perimeter of the bridge, there are numerous plants and trees around it. Pollution in the area is low, and the construction won’t give much harm on the natural resources of Botolan, Zambales.

3.3.3 Brief Discussion of Significant Socio-economic Effects/Impacts of the Project There will be more motorists that will pass by the area once the new bridge will be expanded since it can accommodate more vehicles. We may expect an increase of population on the area because of the developments to be done on the site.

3.4 Environmental Management Plan 3.4.1 Summary Matrix of Proposed Mitigation and Enhancement Measures, Estimated Cost and Responsibilities Table 3.4.1 Summary Matrix of Proposed Mitigation and Enhancement Measures, Estimated Cost and Responsibilities Significant Environmental Impact   1. Noise Pollution

Possible Impacts Increase in noise levels  and vibrations. Increase in level particulate matter.

of   

2. Ecological



Existing plants and trees  will almost likely to be completely wiped out besides the bridge due to the construction of bridge

3. Socio-economic



Increase in the local  employment opportunities 

Mitigating/Enhancement Measure Responsibilities Regular maintenance of heavy  Contractor equipment & transport machineries to check on noise & vibration levels. Disseminate scheme of Deliveries. Access road and dusty civil work areas shall be sprinkled with water to reduce re-suspension of dust. Open spaces shall be planted with trees; residents will be encouraged to plant trees, and or plant in their own houses/open area Planting trees & plants on every  Developer available space will compensate the plants and trees that was removed

More business opportunities will crop-up Power facilities will be constructed



Cost

Contractor

11

3.4.2 Brief Discussion of Mitigation and Enhancement Measures Table 3.4.2 Brief Discussion of Mitigation and Enhancement Measures Project activities source of impact

Impact description per parameter

Classification

Time scale of impacts

Nature of reversible/irreversi ble

Magnitude of impact

Negative Impact

Short term

Reversible

Moderate Impact

Recommended mitigating measures

Construction Stage Excavation/site Clearing operations

-Water quality diminished due to washed soil from excavation



 

Bridge Construction Ground Preparation, and Other Construction Activities

-Noise generation

Negative Impact

Short term

Reversible

-Increase water demand in the construction site

Negative Impact

Short term

Reversible

Low Impact

 Low Impact 

Turbidity/siltation control measures by continuous cleaning of drainage system Conservation practices to maximize the use of water supply Regular maintenance of equipment/limiting operation to daytime only

When needed, water will be source externally. Collection and storage, disposal Hiring of private hauler to dispose solid waste at least twice a week.

12

Full function of bridge

-Increase in population due to settlers and visitors

Positive Impact

Long term

Irreversible

Moderate impact

-More JOB opportunities

Positive Impact

Long term

Reversible

Moderate impact



Provision of adequate police fire medical educational and economic services and facilities, to be coordinated also with different government agencies

3.4.3 Monitoring Plan Table.3.4 Monitoring Plan Environmental Problem

Enhancement Measure

Monitoring

1. Construction Waste



Proper waste management



Daily

2. Noise



Noise control



Daily



Sprinkle with water to reduce



Weekly

3. Dust

re-suspension of dust

Construction of this project will have a major impact on environment because trees will be removed due to the rerouting of new Bridge. Air pollution caused by dust would be a short term impact and this is given a proper mitigation like what we have said in the discussion. Further, construction and solid waste noise and waste water must be monitored daily.

13

14 3.4.4 Institutional Responsibilities and Agreements For institutional responsibilities and agreements of this project, we are to comply with the requirements of the local government of Botolan, Zambales and the Department Of Public Works and highways (DPWH), particularly under Bridges Management ClusterUnified Project Management Office (PMO) in the said area. Coordination with the local government of Botolan, Zambales and DENR (Department of Environment and National Resources) for the guidelines to be followed in constructing the project was also done. In designing the project, we referred to the codes of LRFD specification.

15

Chapter 4: The Research Component

4.1 Abstract

This thesis mainly focuses on the design and analysis of steel truss bridge on its superstructure part only with the use of STAAD. This study exposed both advantages and disadvantages of the steel type of bridge in any areas possible such as design procedures, materials used, etc. Since bridges also suffer enormous damages during earthquake, our design was also accompanied by seismic factored loads with combinations to other loads to ensure the bridge will have a strong resistance to earthquakes. Further, solar panel will be used as a source of street electricity.

4.2 Introduction

Bridges are essential part of national transportation. Permanent bridges are made up of concrete or steel. In the Philippines, most bridges are made of concrete. Approximately, 83% bridges are concrete and 11% bridges are steel. Bridge shapes nations. As of today, different methods and approach for bridge design have advanced significantly. This, in return, advances people as well. The LRFD (Load and Resistance Factor Design) philosophies is the primary design approach and is the basis of codes to apply for this bridge design and analysis. In addition, solar panel will be installed at the top of the bridge to serve as source of lighting at night.

4.3 Review of Related Literature Which is better, steel or concrete? This topic came up during last year’s Senate Hearing on the President’s Bridge Program. Government and private engineers and economists gave some points. Concrete is cheaper, but steel is more economical over a long period of time. Steel spans are long lasting than concrete. The damage to any steel structure is easily seen but repairable. In contrast, the damage in the concrete such as cracks may not be visible but it can affect the rated lifespan of a structure. Steel bridges take a short period of

16 time to construct compared to concrete that takes months or years to construct and use. Lastly, steel bridges can be low-cost than concrete (Jarius Bondoc, 2012). The life-cycle cost of galvanized steel bridge is lower than the painted steel bridge. The variation of the market price of steel effect the total life-cycle cost, but it does not influence the selection of cases (Rong-yau Huang and Ping-fu Chen, 2007). There are two essential choices to build a bridge, it’s either made of concrete or steel. The utilization of pre-stressed concrete increased excessively since it was first introduced than steel, however steel is practical and economical in many ways. Pre-stressed concrete box girder bridges are in demand because workers may not be pleasant with concrete deck formwork, drilling and scaffolding required for steel bridges. However, advances in technology made steel easier to install which may result in decreasing the labor needed to construct a bridge. Pre-stressed concrete beams can be fabricated within a short period of time compared to steel that takes a longer time to order, depending on the site of the steel plant that can cause higher transportation costs. However, steel is more readily fabricated to meet skewed or curved design over concrete. Steel bridges are easy to repair or replaceable compare to concrete bridge that needs great repairs when damage occurs. Steel bridges are not easily affected by seismic damage. In terms of aesthetics, both concrete and steel can be designed to be appealing to the eye, but still depends on the location on which material best suits the surroundings. About initial and life-cycle costs, many steel structures nowadays remain in service indefinitely with proper maintenance (Fisher Associates, 2013). Nowadays, typical anti-earthquake design are replaced by anti-seismic designs. It is considered as a main design technology against earthquakes because it reduces the seismic force transferred into a structure. Typical anti-earthquake bridge design has a concept of resisting earthquakes based on the strength of its construction. In recent times, load dispersing bridges or seismic isolated bridges have been utilized. It will support elastically a superstructure with rubber bearings and distribute the internal force of the superstructure to secure it from earthquakes (OILES Corporation, 2012). The seismic isolation of a structure reduces the transfer to the structure of ground motion produced by earthquake. It is typically obtained by a damping system acting as base isolation between the structure and the ground. Such damping systems are designed to protect structural integrity and prevent damages and injuries by reducing seismic forces and deformations in the structure (Mualla, 2008). Although there are numerous other methods of generating electricity, solar panels have a number of considerable advantages for the consumer, the producer, and the environment. Solar panels are clean while generating electricity from sunlight, and produce virtually no pollution, whereas burning fossil fuels release large quantities of toxic gases into the

17 atmosphere. For the consumer, solar panels can free the individual from reliance on the power grid and the monopolistic energy supplier. Once you make the initial investment in hardware, you will have free electricity for years to come. Fossil Fuels are limited. Although fossil fuel reserves are expected to run dry within the next century, solar power is clean, abundant, and will remain a renewable resource that can meet all of Earth's energy needs for billions of years to come (www.solarpanelinfo.com, 2012).

4.4 Methodology

In general, all the essential and necessary requirements and data presented in the actual design of Bancal Bridge must be acquired from the Department of Public Works and Highways, specifically at the Bridges Management Cluster-Unified Project Management Office. By doing so, the mandatory information that this thesis proposal acquired would aid the research proponents to perform analysis and redesign the entire system using the proposed steel truss bridge. Prior to that progression, ocular inspection and in situ observation should be in realization, in order to check the progress of the actual design. In consonance to design area, the LFRD strength design method is to be utilized considering its conservative combined and factored loads. Moreover, various types of loadings is to be applied apiece member/component, varying from different permanent loads up to diverse transient loadings. Henceforth, determination of sufficient and economical material and of sections follow so as to resist effectively the critical load combinations. Reliant on the outcome of this proposal is the possibility of approval and conceivable application of the proposed design by the Project Management Office.

18 4.4.1 Conceptual Framework Start

Planning with the Beneficiary Site Investigation Data gathering Structural Analysis Preliminary Design

NO

Conceptual Design Evaluate

Accepted? YES Estimate

Final Design

Design Comparison

End

Figure 3. The figure shows the conceptual framework of the study

19 4.4.2 Description of the Conceptual Framework of the Study

a.) Planning with the Beneficiary – this activity included meeting with the beneficiary in order to discuss what our group intended to do. This activity also served as the planning phase for this study since we discussed what we are going to do together with the beneficiary. b.) Site investigation – this activity included inspection of the site location in order to know the condition of the site. The researchers also did a site investigation in order to know the condition surrounding the structure. c.) Data Gathering – this activity included collection of data that applied in the design analysis of the study. Most of the data acquired such as bridge dimensions, applied loadings, specifications were collected with approval from the Bridges Management Cluster-Unified Project Management Office. d.) Structural Analysis – this activity set the stage for the researchers to come up with ideas on how the structural design of the bridge was done. The structural design were segregated since steel and concrete designs are two separate systems. This activity also included the determination of the effects of loads on superstructure and their components. e.) Preliminary Design – in this activity, the researchers applied the gathered dimensions, forces, loads and other characteristics that were used for the steel truss bridge. This phase also included the determination of the materials that will be used in the bridge. f.) Conceptual Design – conceptualizing of the design in the form of a preliminary drawing would show the structural design and details of the bridge. g.) Evaluate – this is the phase where the adviser and the beneficiary evaluated the preliminary structural design, on whether or not they agreed on the design of the researchers. In case the adviser or the beneficiary did not approve of the preliminary structural design that the researchers did, it will be revised until they approve of the preliminary structural design of the bridge. h.) Estimate – in this activity, the researchers did an approximate calculation of the number of materials and list the prices of each material that will be used in the bridge. This activity also included the determination of the estimated duration of constructing the superstructure part of the bridge in order to know the labor cost and other costs. After calculating all the costs, the researchers summed up all the costs in order to know the estimated total cost of the project.

20 i.) Final Design – this is the design of the bridge which will include the structural design, details and the estimated total cost of the bridge. j.) Design Comparison- this would be the evaluation phase of the project in which the newly designed structure and that of the old is subjected to judgment and comparison.

4.5 Results and Discussions

The loading carried by a bridge comprises dead load (the weight of the structure itself and any permanent fixtures to it) and the variable traffic load. The actual traffic loading experienced by bridges is extremely variable, and it would be impossible to examine any design for all possible vehicle combinations. Instead, ‘load models’ are used to represent the traffic loading. To represent normal traffic a uniformly distributed load (UDL) is applied within each traffic lane over an appropriate length. Additionally, to represent the non-uniform nature of actual loading, pair of heavy axles is applied at a position along the lane that causes the worst effect. In the AASHTO, this loading is known as design trucks. For the purpose of this thesis, the design trucks considered is HS20-44. As for the load combination, NSCP has its own provisions for what load combinations are to be used depending on the presence of different loads. This paper incorporated the effect of Dead load, live load, wind load, and of earthquake load. As this paper conforms to utilize LRFD design, load combination factor matrix were adopted to combine certain possible loads such as impact, and buoyancy. Stresses for design should be calculated for the most severe combinations of loads and forces. Varieties of load combinations are generally considered important for checking for adequacy of the bridge.

21

Chapter 5: Detailed Engineering Design

5.1 Loads and Codes

5.1.1 Introduction The loads and codes that were used in designing the project were obtained from the National Structural Code of the Philippines 2010 (NSCP 2010). The design code or philosophy used is Load and Resistance Factor Design (LRFD). This design method is the latest advancement in the design practice of transportation structures. The advantages of LRFD over ASD (Allowable Stress Design) lies in the fact that if the variability of both resistance and loads, attains relatively uniform levels of safety for various limit states and types of materials, and gives more consistent levels of safety in the superstructure because it is designed using same loads for target probabilities of failure. The loads that were considered as basis for the design of the project are dead loads, live loads, wind loads, seismic loads and total factored loads. 5.1.2 Dead Loads The dead loads are the weight of the structure and any permanent load fixed subsequently. It is initially assumed and checked after design is completed. These loads are present from the time a structural member is erected and will not decrease or vary with time, temperature, or any other factor. 5.1.3 Live Loads The live loads are moving loads that a bridge must also resist. It is transient and are not necessary present at all times. One form of live loads is vehicular loads. Trucks are the most significant vehicles that affect the bridge. Vehicles crossing a bridge come in various shapes, sizes, and weights, such as cars, motorcycles, tractors, buses, and trucks. When all of these are compared with the effects of trucks on a bridge, the effects of cars and other vehicles are negligible. For this reason, truck loads are the live loads used to design a bridge. For the project, the design vehicular load we used is HS20-44. We assumed that this will be the greatest vehicular load that can affect the bridge. An HS-20 loading configuration is defined as a three (3) axle truck that has thirty five (35) kilonewton on the first axle, one hundred forty five (145) kilonewton on the second and third axles with a spacing of a four and three (4.3) meter distance between the front and middle axes and

22 between four and three (4.3) meters and nine (9) meter distance between the middle and rear axles. The distances are measured longitudinally along the bridge deck.

Figure 4. The figure shows the example of HS20 truck loadings

5.1.4 Wind Load Wind loads show the typical wind conditions of the local area where the bridge is being constructed. Wind load on a bridge may act horizontally, transverse to the direction of span; horizontally, along the direction of span; vertically upwards, causing uplift and wind load on vehicles. For the purpose of the design, a 200kph wind velocity is considered with exposure C. 5.1.5 Seismic Load The earthquake or seismic forces are given due consideration in structural design if a bridge is situated in an earthquake prone region. Earthquakes cause vertical and horizontal forces in the structure that will be proportional to the weight of the structure. Both horizontal and vertical components have to be taken into account for design of bridge structures. 5.1.6 Total Factored Loads The total factored loads envelope the analysis results of load cases applied in designing a structure. The varieties of factored loads used using STAAD Pro are as follows:

23

Figure 5. The figure shows the varieties of load combination used

24

5.2 Connections

5.2.1 Bolted Connections

Figure 6. Wide Flange details with direction of forces and moments

Sample Computations: Values obtained from STAAD Pro

At Bridge Top Chord: W12x65

Figure 7. Bridge Top Chord Member

25 Fweb(long) =

1737.55 1.771 Fx My = = 1047.481KN + + 2 0.0099 2 tw

Fweb(trans) = Fy = 3.092KN Fweb = √x 2 + y 2 = √1047.4812 + 3.0922 = 1047.485KN

Fx Mz 1737.48 18.434 = = 928.6231KN + + 2 d 2 0.308 Fflange(trans) = Fz + Mx = 2.714 + 0 = 1.357KN 2 d 2 0.308 2 2 2 Fflange = √x + y = √928.6231 + 1.3572 = 928.6241KN

Fflange(long) =

(π)(25)2

(330) ( Ra = Rn = FnAb = Ω Ω 2

Nweb =

4

)

= 80.994KN

Fweb 1047.481 = = 12.93 = 14 Ra 80.994

*use 14 - ∅25 bolts

Nflange =

928.624 Fflange = = 11.47 = 12 80.994 Ra


26 At Cross Brace: W12x35

Figure 8. Cross Brace Member

Fweb(long) =

Fx My = + 2 tw

466.891 2.639 = 579.771KN + 2 0.0076

Fweb(trans) = Fy = 25.446KN Fweb = √x 2 + y 2 = √579.7712 + 25.4462 = 580.3291KN Fx Mz 466.891 80.311 = = 485.9958KN + + 2 d 2 0.318 Fflange(trans) = Fz + Mx = 2.57 + 0.003 = 1.2944KN 2 d 2 0.318 2 2 2 Fflange = √x + y = √485.9958 + 1.29442 = 485.9975KN

Fflange(long) =

(π)(25)2

(330) ( Ra = Rn = FnAb = Ω Ω 2

Nweb =

Fweb = Ra


4

)

580.33 = 7.16 = 8 80.994

= 80.994KN

27 Nflange =

Fflange 485.9975 = =6=6 Ra 80.994


At Metal Deck Support: W10x54

Figure 9. Metal Deck Support Member

Fweb(long) =

1089.304 0.081 Fx My + = = 553.269KN + 2 0.0094 2 tw

Fweb(trans) = Fy = 111.548KN Fweb = √x 2 + y 2 =√553.2692 + 111.5482 = 564.402KN 1089.304 34.754 Fx Mz + = = 680.4098KN + 2 0.256 2 d Fflange(trans) = Fz + Mx = 2.714 + 0 = 0.0165KN 2 d 2 0.308 2 2 2 Fflange = √x + y = √680.4098 + 0.01652 = 680.4098KN

Fflange(long) =

(π)(25)2

(330) ( Ra = Rn = FnAb = Ω Ω 2

4

)

= 80.994KN

28

Nweb =

Fweb 1091.72 = = 13.48 = 14 Ra 80.994


Nflange =

Fflange 236.5549 = = 2.92 = 4 Ra 80.994


At Bridge Web Member: W12x45

Figure 10. Bridge Web Member

Fweb(long) =

6.313 Fx My 1571.272 = = 1527.333KN + + 2 0.00851 2 tw

Fweb(trans) = Fy = 1.599KN Fweb = √x 2 + y 2 = √1527.3332 + 1.5992 = 1527.33KN

29 1571.272 5.107 Fx Mz = = 802.3255KN + + 2 0.306 2 d Fflange(trans) = Fz + Mx = 2.733 + 0.188 = 1.98KN 2 d 2 0.306 √802.32552 + 1.982 Fflange = √x 2 + y 2 = = 802.3279KN

Fflange(long) =

(π)(25)2

(330) ( Ra = Rn = FnAb = Ω Ω 2

Nweb =

4

)

= 80.994KN

Fweb 1527.33 = = 18.857 = 20 Ra 80.994


Nflange =

Fflange 802.3279 = = 9.9060 = 10 Ra 80.994


At Long Stringer: W12x65

Figure 11. Long Stringer Member

30

Fweb(long) =

0.001 Fx My 1494.416 = = 747.3089KN + + 2 0.00991 2 tw

Fweb(trans) = Fy = 7.193KN Fweb = √x 2 + y 2 = √747.30892 + 7.1932 = 747.3435KN 1494.416 21.828 Fx Mz + = = 818.0781KN + 2 0.308 2 d Fflange(trans) = Fz + Mx = 0.003 + 0 = 0.00974KN 0.308 2 2 d 2 2 √ Fflange = √x + y = 818.07812 + 0.009742 = 818.0781KN

Fflange(long) =

(π)(25)2

Ra = Rn = FnAb = (330) ( Ω

Nweb =

Ω

4

) = 80.994KN

2

Fweb 747.3435 = = 9.23 = 10 Ra 80.994


Nflange =

Fflange 818.0781 = = 10.1 = 12 Ra 80.994


31 At Bridge Girder: W14x82

Figure 12. Bridge Girder Member

Fweb(long) =

16.984 10.734 Fx My = = 837.3723KN + + 2 0.01295 2 tw

Fweb(trans) = Fy = 13.065KN Fweb = √x 2 + y 2 =√837.37232 + 13.0652 = 837.4742KN 16.984 70.233 Fx Mz + = = 201.971KN + 2 0.363 2 d Fflange(trans) = Fz + Mx = 5.651 + 0.359 = 3.814KN 2 d 2 0.363 2 2 2 Fflange = √x + y = √201.971 + 3.8142 = 202.007KN

Fflange(long) =

(π)(25)2

(330) ( Ra = Rn = FnAb = Ω Ω 2

Nweb =

4

)

= 80.994KN

Fweb 837.4742 = = 10.3399 = 12 Ra 80.994


32 Nflange =

Fflange 202.007 = = 2.4940 = 4 Ra 80.994


At Transverse Stringer: W14x74

Figure 13. Transverse Stringer Member

Fweb(long) =

274.008 0.019 Fx My = = 138.62KN + + 2 0.01178 2 tw

Fweb(trans) = Fy = 16.072KN Fweb = √x 2 + y 2 = √138.622 + 16.0722 = 139.5486KN 274.008 66.758 Fx Mz + = = 322.4429KN + 2 0.360 2 d Fflange(trans) = Fz + Mx = 0.863 + 0.034 = 0.5259KN 2 d 2 0.360 2 2 2 Fflange = √x + y = √322.4429 + 0.52592 = 322.443KN

Fflange(long) =

(π)(25)2

(330) ( Ra = Rn = FnAb = Ω Ω 2

4

)

= 80.994KN

33 Nweb =

139.5486 Fweb = = 1.72 = 2 80.994 Ra


Nflange =

Fflange 322.443 = = 3.98 = 4 Ra 80.994


At Bridge Bottom Chord: W12x65

Figure 14. Bridge Bottom Chord Member

Fweb(long) =

4.816 Fx My 1100.266 = = 1036.107KN + + 2 0.00991 2 tw

Fweb(trans) = Fy = 26.077KN Fweb = √x 2 + y 2 =√1036.1072 + 26.0772 = 1036.435KN

Fflange(long) =

1100.266 69.037 Fx Mz + = = 774.2791KN + 2 0.308 2 d

34 Fz Mx 0.689 0.279 = = 1.250344KN + + 2 d 2 0.308 Fflange = √x 2 + y 2 = √774.27912 + 1.2503442 = 774.2801KN

Fflange(trans) =

(π)(25)2

(330) ( Ra = Rn = FnAb = Ω Ω 2

Nweb =

4

)

= 80.994KN

Fweb 1036.435 = = 12.79 = 14 Ra 80.994


Nflange =

Fflange 774.2801 = = 9.55 = 10 Ra 80.994


5.2.1.1 Spacing of Bolts As conformed to NSCP Chapter 5, Section 510.3.5, spacing shall not exceed 24 times the thickness of the thinner plate or 305mm Therefore, S = 24(t) = (24)(6) = 144mm Adopt s = 140mm (cc)

35 5.2.2 Welded Connections

Sample Computations: Values obtained from STAAD Pro Table 5.2.2.1. Dimensions of Panel Support Depth Connecting Member Main Member

W6x25

162mm

Web Thickness 8.13mm

W8x28

205mm

7.24mm

Flange Width 154mm

Flange Thickness 11.56mm

166mm

11.81mm

Figure 15. Panel Support Member

At Panel Support: Check Connectivity: Depth(connecting member) ≤ (Depth(main member) – 2( Flange Thickness)) 162 ≤ (205-2(11.81)) 162 ≤ 181.38 *OK!

36 Length of Shear Angle = 125mm Width of Shear Angle = 75mm Nominal Strength of Weld Metal (Fw) = 437Mpa Angle Weld = 90 degrees Minimum Size of Weld = 6mm FEXX = 485Mpa Fw = 0.60 FEXX(1.0 + 0.50sin1.5θ) = (0.60)(485)(1.0 + 0.50 sin1.5((90) (

Ru at Maximum Fx Loading = 1875.096 L=

1875.096 Ru = = 0.93mm (0.707)(0.9)(437)(7.24) 0.707∅Fwtw

*use 6mm minimum size of weld

Ru at Minimum Fx Loading = 1875.927 L=

1875.927 Ru = = 0.93mm (0.707)(0.9)(437)(7.24) 0.707∅Fwtw


Ru at Maximum Fy Loading = 2763.485 L=

2763.485 Ru = = 1.37mm 0.707∅Fwtw (0.707)(0.9)(437)(7.24)


𝜋 )) = 437 Mpa 180

37 Ru at Minimum Fy Loading = 2763.485 L=

2763.485 Ru = = 1.37mm 0.707∅Fwtw (0.707)(0.9)(437)(7.24)


Ru at Maximum Fz Loading = 2296.626 L=

2296.626 Ru = = 1.14mm 0.707∅Fwtw (0.707)(0.9)(437)(7.24)


Ru at Minimum Fz Loading = 1959.0449 L=

1959.0449 Ru = = 0.97mm 0.707∅Fwtw (0.707)(0.9)(437)(7.24)


Ru at Maximum Mx Loading = 1598.314 L=

1598.314 Ru = = 0.79mm 0.707∅Fwtw (0.707)(0.9)(437)(7.24)


Ru at Minimum Mx Loading = 2191.942 L=

2191.942 Ru = = 1.09mm 0.707∅Fwtw (0.707)(0.9)(437)(7.24)


38 Ru at Maximum My Loading = 2293.116 L=

2293.116 Ru = = 1.14mm 0.707∅Fwtw (0.707)(0.9)(437)(7.24)


Ru at Minimum My Loading = 2296.626 L=

2296.626 Ru = = 1.14mm 0.707∅Fwtw (0.707)(0.9)(437)(7.24)


Ru at Maximum Mz Loading = 2757.139 L=

2757.139 Ru = = 1.37mm 0.707∅Fwtw (0.707)(0.9)(437)(7.24)


Ru at Minimum Mz Loading = 1390.811 L=

1390.811 Ru = (0.707)(0.9)(437)(7.24) = 0.69mm 0.707∅Fwtw


39 Table 5.2.2.2. Dimensions of Panel Top Chord Depth Connecting Member Main Member

W8x28

205mm


W10x22

258mm

6.1mm

Flange Width 166mm


146mm

9.14mm

Figure 16. Panel Top Chord Member

At Panel Top Chord: Check Connectivity: Depth(connecting member) ≤ (Depth(main member) – 2( Flange Thickness)) 205 ≤ (258-2(9.14)) 205 ≤ 239.72 *OK!


Ru at Maximum Fx Loading =1788.176 L=

1788.176 Ru = = 1.06mm (0.707)(0.9)(437)(6.1) 0.707∅Fwtw



Ru 9414.938 = = 5.56mm 0.707∅Fwtw (0.707)(0.9)(437)(6.1)


Ru at Maximum Fy Loading = 10698.6695 10698.6695 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

*use 8mm size of weld

= 6.31mm

𝜋 )) = 437 Mpa 180

41 Ru at Minimum Fy Loading = 10744.698 10744.698 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 6.34mm


Ru at Maximum Fz Loading = 6716.6495 6716.6495 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 3.96mm


Ru at Minimum Fz Loading = 6716.6495 6716.6495 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 3.96mm


Ru at Maximum Mx Loading = 5918.874 5918.874 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 3.49mm


Ru at Minimum Mx Loading = 5918.874 5918.874 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)


= 3.49mm

42

Ru at Maximum My Loading = 6716.6495 6716.6495 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 3.96mm


Ru at Minimum My Loading = 6716.6495 6716.6495 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 3.96mm


Ru at Maximum Mz Loading = 10744.698 10744.698 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 6.34mm


Ru at Minimum Mz Loading =1788.176 1788.176 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)


= 1.06mm

43 Table 5.2.2.3. Dimensions of Panel Bottom Chord Depth Connecting Member Main Member

W8x28

205mm


W10x22

258mm

6.1mm

Flange Width 166mm


146mm

9.14mm

Figure 17. Panel Bottom Chord Member

At Panel Bottom Chord: Check Connectivity: Depth(connecting member) ≤ (Depth(main member) – 2( Flange Thickness)) 205 ≤ (258-2(9.14)) 205 ≤ 239.72 *OK!



4794.0949 Ru = = 2. 83mm (0.707)(0.9)(437)(6.1) 0.707∅Fwtw



Ru 208.279 = = 0.12mm 0.707∅Fwtw (0.707)(0.9)(437)(6.1)

*use 6mm minimum size of weld Ru at Maximum Fy Loading = 7208.180 7208.180 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 4.25mm


Ru at Minimum Fy Loading = 7233.187 7233.187 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 4.27mm

𝜋 )) = 437 Mpa 180

45 *use 6mm minimum size of weld


(0.707)(0.9)(437)(6.1)

= 3.37mm



(0.707)(0.9)(437)(6.1)

= 3.37mm



(0.707)(0.9)(437)(6.1)

= 2.99mm



(0.707)(0.9)(437)(6.1)


= 2.99mm

46 Ru at Maximum My Loading = 5704.091 5704.091 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 3.37mm



(0.707)(0.9)(437)(6.1)

= 3.37mm



(0.707)(0.9)(437)(6.1)

= 4.27mm


Ru at Minimum Mz Loading =5238.258 L=

Ru 5238.258 = = 3.09mm 0.707∅Fwtw (0.707)(0.9)(437)(6.1)


47 Table 5.2.2.4. Dimensions of Panel Web Member Depth Connecting Member Main Member

W8x28

205mm


W10x22

258mm

6.1mm

Flange Width 166mm


146mm

9.14mm

Figure 18. Panel Web Member

At Panel Web Member: Check Connectivity: Depth(connecting member) ≤ (Depth(main member) – 2( Flange Thickness)) 205 ≤ (258-2(9.14)) 205 ≤ 239.72 *OK!



1430.788 Ru = = 0.84mm (0.707)(0.9)(437)(6.1) 0.707∅Fwtw



Ru 3033.248 = = 1.79mm 0.707∅Fwtw (0.707)(0.9)(437)(6.1)


Ru at Maximum Fy Loading = 4867.099 4867.099 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)


= 2.87mm

𝜋 )) = 437 Mpa 180

49 Ru at Minimum Fy Loading = 4839.099 4839.099 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(4367)(6.1)

= 2.86mm



(0.707)(0.9)(437)(6.1)

= 1.067mm



(0.707)(0.9)(437)(6.1)

= 1.067mm



(0.707)(0.9)(437)(6.1)

= 1.067mm



(0.707)(0.9)(437)(6.1)


= 1.067mm

50 Ru at Maximum My Loading = 1818.5098 1818.5098 Ru L= = 0.707∅Fwtw

(0.707)(0.9)(437)(6.1)

= 1.07mm



(0.707)(0.9)(437)(6.1)

= 1.067mm



(0.707)(0.9)(437)(6.1)

= 2.87mm


Ru at Minimum Mz Loading =4168.101 L=

Ru 4168.101 = = 2.46mm 0.707∅Fwtw (0.707)(0.9)(437)(6.1)


51 5.2.3 Gusset Plate Thickness As conformed to NSCP Chapter 5, Section 510.3.10: Rn = 1.2LctFu < 2.4dtFu

Considering Bridge Top Chord Member: (π)(25)2

(330) ( Ra = Rn = FnAb = Ω Ω 2

80.994x103 =

2.4dtFu Ω

=

4

)

= 80.994KN

(2.4)(14x25)(t)(400) 2

t = 0.48mm

Therefore, adopt 𝑡𝑚𝑖𝑛 = 6mm

5.3 Plan Set

5.3.1 Site Plan

Zambales

Project Site

Actual Location of the Project

52 52

Location MapDesig 5.3.2 Architectural

52

5.3.2.1 Elevations

Right Side View

53

Worm’s Eye View

54

Left Side View

55

Bird’s Eye View

56

Front View

57

5.3.2.2 Section Details from Staad Pro

Isometric View

58

`

View from -Y

View from +Y

59

View from +X

View from -X

60

View from –Z

View from +Z

61

62 5.3.3 Structural Design

•Bridge Top Chord W12x65

14pcs, 25mm Dia. Bolts

•Web Member Top Connection 20 pcs, 25mm Dia. Bolts

63 •Bridge Web Member Bottom Connection

10 pcs, 25mm Dia. Bolts

•Bridge Web Member at End Support


64 Metal Deck Support


Bridge Bottom Chord 10 pcs, 25mm Dia. Bolts

65 •Bridge Girder


•Long Stringer

10pcs, 25mm Dia, Bolts

66

Chapter 6: Promotional Material

67

Chapter 7: Budget Estimation

STEEL TAKE-OFF FROM STAAD Pro

PROFILE TB ST ST TB ST TB ST ST ST

W12X53 W10X54 W12X96 W12X65 W12X65 W14X90 W12X87 W12X35 W10X30

LENGTH (METER) 690.82 872.46 340.00 89.44 1360.00 400.68 155.25 2148.80 663.72

WEIGHT (KN)

965.227 683.187 475.190 189.381 1287.393 980.318 196.975 1096.918 290.789 ---------------TOTAL = 6165.376 KN

TOTAL WEIGHT OF MATERIAL = 𝟔𝟏𝟔𝟓. 𝟑𝟕𝟔 𝐊𝐍 𝐱

𝟏𝟎𝟎𝟎 𝐍 𝐦 𝐱 𝟗. 𝟖𝟏 𝟐 = 𝟔𝟐𝟖𝟒𝟕𝟖. 𝟔𝟗𝟓𝟐 𝐤𝐠 𝟏 𝐊𝐍 𝐬

TOTAL COST OF MATERIAL = 𝟔𝟐𝟖𝟒𝟕𝟖. 𝟔𝟗𝟓𝟐 𝐤𝐠 𝐱

𝐏𝐡𝐩 𝟓𝟐. 𝟎𝟎 𝟏 𝐤𝐠

= Php 32,680,892.15

INDIRECT COST OF MATERIAL = 2.5 % of Direct Cost = Php 817, 022.3038

68 Table 7.1. Estimated Budget Labor and Equipment Installation  Engineer  Foreman  Direct  Indirect Crane Operator 75 TN Crane Truck Other Machineries  Welding  5kg Welding Rod  Cutter  Drill Bolts Solar Panel batteries Solar Panel Concrete Mix Asphalt

Unit of Measure

QUANTITY

Month HR HR HR HR HR In-house

2 2 30 5 2 2 2

In-house Kg In-house In-house Piece Piece Piece Cubic meter Cubic meter TOTAL

10 150 4 4 1800 28 28 413.6 764.032

TOTAL COST Php 670,833.333 Php 354,000.00 Php 3,864,000.00 Php 563,500.00 Php 116,000.00 Php 1,392,000.00 Php 2,400,000.00 Php 70,000.00 Php 262,500.00 Php 7,000.00 Php 4,000.00 Php 180,000.00 Php 42,000.00 Php 308,000.00 Php 1,240,800.00 Php 473,699.84 Php 11,948,333.17

PROJECT COST = Php 32,680 892.15 + Php 817,022.3038 + Php 11,948,333.17 = Php 45,446,247.62 PROJECT INDIRECT COST = 10 % of Project Cost = Php 4,544,624.762 TOTAL PROJECT COST = Php 49,990,872.39

69

Chapter 8: Project Schedule

Prior to beginning project construction, the contractor normally prepares a project schedule. Project planning is part of project management, which relates to the use of schedules such as Gantt charts to plan and subsequently report progress within the project environment. A project schedule is a listing of a project's milestones and activities that usually with target start and finish dates. Those items that are indicated in the project schedule are estimated in terms of resource allocation, budget and duration, linked by dependencies and scheduled events. Using Microsoft Project, the scheduling of project activities was planned. How the bridge is designed and how it is built are linked. Ensuring that this link is recognized will have an effect on the safety and quality of the construction. Methods of erecting steel bridge structures vary considerably from site to site and from project to project. The subject of erection aspects is therefore a wide and varied subject. This section focuses on the aspects that should be considered during the superstructure design phases. Superstructure Construction Phase: I. Installation of bearing prior to installation of main superstructure part is the erection and placing of bearing. Bearing serves as the restraints to the superstructure whilst provides freedom for rotational and translational movement. II. Deck Construction a. b. c. d. e. f. g. h. i. j.

Installation of Framing/Floor Beams Installation of Metal Deck Diagram Member Installation of Metal Deck Vertical Member Installation of Bottom Chords Installation of Metal Deck Support and Cross Brace Installation of Transverse Bracing and Lateral Bracing Installation of Bridge Girder Installation of Bridge Web Member Installation of Top Chords Installation of Panel Web Member, Chords and Support

III. Protective treatment – application of protective coating paints for corrosion resistance. IV. Solar Panel Installation

70 Table 8.1. Superstructure Construction Phase

Superstructure Construction Phase PROCESS I. Installation of Bearing

DURATION June 30, 2014-July 22, 2014

II. Deck Construction A. Installation of Framing/Floor Beams

July 23, 2014-August 28, 2014

B. Installation of Metal Deck Diagram Member.

August 29, 2014- October 3, 2014

C. Installation of Metal Deck Vertical Member.

October 6, 2014- November 8, 2014

D. Installation of Bottom Chords

November 10, 2014-December 13, 2014

E. Installation of Metal Deck Support and Cross Brace

December 15, 2014-January 24, 2015

F. Installation of Transverse Bracing and Lateral Bracing

January 26, 2015-March 7, 2015

G. Installation of Bridge Girder H. Installation of Bridge Web Member I. Installation of Top Chords J. Installation of Panel Web Member, Chords and Support III. Protective Treatment IV. Solar Panel Installation

March 10, 2015-April 14, 2015 April 15, 2015-May 22, 2015 May 23, 2015-June 16, 2015 June 17, 2015-July 21, 2015 July 22, 2015-July 30, 2015 July 31, 2015-August 15, 2015

Project Schedule using Microsoft Project 2013:

71

72

Chapter 9: Conclusion

Using the STAAD as the main software for design analysis of bridge, this paper was able to generate a steel truss bridge with a credible result. Equipped with section database, we were able to determine what suitable sections of steel should be utilized in order to have non-failing elements (beams) when the critical load combinations are applied. Due to the combine axial load and bending moment produced from such combinations, identification of a suitable and adequate section is a rigorous process. It is for the reason that some sections are heavy and non-economical to utilize. More so, it could affect the aesthetic sensibility of the form of bridge if not considered then. Indeed, some parts of the bridge such as the metal deck support are provided with lateral support against lateral torsional buckling. Thus, in a bridge covering long span, the compression flange member that tended to twist and displace laterally could now be prevented. As this bridge design incorporated LRFD (Load Resistance and Factored Design) design philosophies, it is right to say the design steel truss bridge achieves a relatively uniform safety level. By principle, loads must be less than the material resistance, but through LRFD load factors and resistance factors, it provides greater certainty of not exceeding the strength of material. As this paper accounts the advantages of steel truss bridge, includes its rapid constructability and ease of installation. With that, the duration of road closures and traffic impact is minimized. Steel bridge are also adaptable for change in use. To accommodate larger lanes of traffic, widening of such is not a constraint. Meanwhile, it can also be strengthened so as to carry heavy traffic loads. As subjected to rough estimation in Chapter 7, steel truss bridge could be created with a smaller, reasonable price compared to a concrete type of bridge, thus producing a lesser overall production cost and greater cost savings. With its proven life span of over 100 years, it could render greater public usage. And when it reaches the end of its useful life, it can be cut to convenient sizes for demolition purposes. Therefore, steel is a sustainable material.

73

Chapter 10: Recommendations

The design for steel truss bridge may use other bridge design software such as Westpoint Bridge designer to verify the adequacy of sections used with tantamount and similar service loads. More so, with the same sections generated in the superstructure parts of the bridge one can, adopt another design approach such as LFD/ASD to determine the adequacy of sections with altered load combinations. The resistance of this section/material must be less than the critical load produced. Majority of bridge in the Philippines have its own anti-seismic resistance in the form of dampers. But due to technological advancement, some countries, such as Japan and Italy, have recently created modified dampers to provide greater resistance to enormous seismic activities. As part of modification technique, they applied rubber and ball bearing, and antiuplift system. This specific element might be explored and further be studied to account greatly the effects of earthquakes to bridges, either be in its substructure or superstructure part. Furthermore, steel bridges are normally protected by paint coatings against corrosion formation. Modern specifications comprise the application of duplex coating system, a sequential application of paint coatings. This paper recommends to investigate the application of cathodic protection approach on steel bridges as the major technique for corrosion resistance. Cathodic protection uses sacrificial metal/anode so as for it to corrode instead of the main metal.

74

Chapter 11: Acknowledgements

Immeasurable appreciation and deepest gratitude for the help and support are extended to the following people who in one way or another have contributed in making this thesis paper possible. First and foremost, we would like to thank Professor Ivan Marquez, our thesis adviser, for his most support and encouragement. He kindly offered invaluable detailed advices on bridge design, STAAD analysis, and even recommends information that would make this thesis possible. We are particularly grateful for the assistance given by our respective parents and friends for supporting and encouraging us with their best wishes. We would like then to thank the following organizations for their unlimited support:  

Department of Public Works And Highways-Main Office Bridges Management Cluster-Unified Project Management Office

Without the support, patience and guidance of the above people and organization, this thesis paper would not have been completed. It is to them that we owe our deepest gratitude.

75

Chapter 12: References

Association of Structural Engineers of the Philippines. (2010). National Structural Code of the Philippines 6th edition (NSCP 2010). Besavilla, V. I., (2007). Simplified Steel Design. VIB Publisher. Bondoc, Jarius, (November 12, 2012). What’s better: Steel or Concrete Bridge?. Retrieved from http://www.philstar.com/opinion/2012-1128/875423/what%E2%80%99s-better-steel-or-concrete-bridge Clark County Code. (August 12, 2014). A Codification of General Ordinances of Clark County, Washington. Fisher Associates. (2013). Bridge Design. Retrieved from http://www.fisherassoc.com/articles/14/ Gillesania, DIT. (1997). Fundamentals of Structural Steel Design. 2nd Edition. Mualla, Imad. (2008). Damping for Earthquake Vibration Control. Retrieved from http://library.tee.gr/digital/m2368/m2368_mualla.pdf Phing Chen and Rong-yau Huang. (2007). Life Cycle Cost Analysis of Steel and Prestressed Concrete Bridges - A Case Study of a New Highway Bridge in Taiwan. Retrieved from http://www.ncu.edu.tw/~ncu7020/Files/Phd_Repord/96/%A4u%BE%C7%B0%7C/%A4 g%A4%EC%A8t/%B3%AF%AB%CC%A8j/paper.pdf OILES Corporation. (2012). Seismic Isolation and Vibration Control. Retrieved from http://www.oiles.co.jp/EN/menshin/bridge/index.html Solar Panel Info. (2005). Why are Solar Panels Necessary?. Retrieved from http://www.solarpanelinfo.com/solar-panels/purpose-of-solar-panels.php SteelConstruction.info. Design for steel bridge construction. Retrieved from http://www.steelconstruction.info/Design_for_steel_bridge_construction U.S Department of Transportation, Federal Highway Administration. (April 2007). Load and Resistance Factor Design for Highway Bridge Superstructures Design Manual.

APPENDIX A (Provisions used from NSCP 2010 Chapter 5: Structural Steel)

504.2 Tensile Strength The design tensile strength, ∅t Pn, and the allowable tensile strength, Pn/Ωt of tension members, shall be the lower value obtained according to the limit states of tensile yielding in the gross section and tensile rupture in the net section. 1. For tensile yielding in the gross section: Pn= FyAg (504.2-1) ∅t= 0.90 (LRFD)

Ωt= 1.67 (ASD)

2. For tensile rupture in the net section Pn= FuAe (504.2-2) ∅t= 0.75 (LRFD)

Ωt= 2.00 (ASD)

Where: Ae Ag Fy Fu

= effective net area, mm² = gross area of member, mm² = specified minimum yield stress of the type of steel being used, Mpa = specified minimum tensile strength of the type of steel being used, Mpa

504.3.3 Effective Net Area The effective area of tension members shall be determined as follows: Ae=AnU

(504.3-1)

504.5 Pin-Connected Members 504.5.1 Tensile Strength The design tensile strength, ∅t Pn, and the allowable tensile strength, Pn/Ωt of pinconnected members, shall be the lower value obtained according to the limit states of tensile rupture, shear rupture, bearing, and yielding. 1. For tensile rupture on the net effective area: Pn= 2tbeffAg (504.5-1) ∅t= 0.90 (LRFD)

Ωt= 1.67 (ASD)

2. For tensile rupture in the net section Pn= 0.6FuAsf (504.5-2) ∅t= 0.75 (LRFD)

Ωt= 2.00 (ASD)

Where: Asf = 2t(a+d/2), mm² A = shortest distance from edge of the pin hole to the edge of the member measured parallel to the direction of the force, mm beff = 2t+16, mm but not more than the actual distance from the edge of the hole to the edge of the part measured in the direction normal to the applied force d = pin diameter, mm t = thickness of plate, mm

Table 504.3.1 Shear Lag Factors for Connections to Tension Members Case Description of Element Shear Lag Factor, U All tension members where the tension load is transmitted directly to 1 U=1.0 each of cross-sectional elements by fasteners or welds. All tension members, except plates and HSS, where the tension load is transmitted to some but not all of the 2 U=1 −x̅/1 cross-sectional elements by fasteners or longitudinal welds. U=1.0 All tension members where the tension load is transmitted by and transverse welds to some but not all 3 An= area of the of the cross-sectional elements directly connected elements

505.1 General Provision The design compressive strength, ∅c Pn, and the allowable compressive strength, Pn/∅c, are determined as follows: The nominal compressive strength, Pn, shall be the lowest value obtained according to the limit states of flexural buckling and flexural-torsional buckling. 1. For doubly symmetric and singly symmetric members the limit state of flexural buckling is applicable. 2. For singly symmetric and unsymmetric members, and certain doubly symmetric members, such as cruciform or built-up columns, the limit states of torsional or flexural-torsional buckling are also applicable. ∅c= 0.90 (LRFD)

Ωc= 1.67 (ASD)

505.2 Slenderness Limitations and Effective Length The effective length factor, K, for calculation of column slenderness, KL/r, shall be the determined in accordance with section 503. Where: L = laterally unbraced length of the member, mm r = governing radius of gyration K = the effective length factor Note: For members designed on the basis of compression, the slenderness ratio KL/r preferably should not exceed 200.

505.3 Compressive Strength for Flexural Buckling of Members Without Slender Elements This section applies to compression members with compact and noncompact sections, as defined in Section 502.4, for uniformly compressed elements. Note: When the torsional unbraced length is larger than the lateral unbraced length, this section may control the design of wide flange and similarity shaped columns. User Note: when the torsional unbraced length is larger than the lateral unbraced length, this section may control the design of wide flange and similarly shape columns. The nominal compressive strength, Pn, shall be determined based on the limit state of flexural buckling. Pn= FcrAg The flexural buckling stress Fcr, is determined as follows:

1. When

𝐾𝐿 𝑟

≤4.71√

𝐸 𝐹𝑦

or (Fe ≥ 0.44Fy)

(505.3-1)

𝐹𝑦

Fcr = [0.658 𝐹𝑒 ]Fy

2. When

𝐾𝐿 𝑟

𝐸

≥ 4.71√𝐹𝑦 (505.3-3)

Fcr = 0.877Fe Where: Fe = elastic critical buckling stress determined according to Equation 505.3-4, Section 505.4, or the provisions of Section 503.2, as applicable, Mpa

Fe =

𝜋²𝐸 (

𝐾𝐿 2 ) 𝑟

505.4 Compressive Strength for Torsional and Flexural-Torsional Buckling of Members without Slender Elements This section applies to singly symmetric and unsymmetric members, and certain doubly symmetric members, such as cruciform or built-up columns with compact and noncompact sections, as defined in Section 502.4 for uniformly compressed elements. These provisions are not required for single angles, which are covered in Section 505.5 The nominal compressive strength, Pn, shall be determined based on the limit states of flexural-torsional and torsional buckling as follows: Pn = FcrAg (505.4-1) 1. For double-angle and tee-shaped compression members: 𝐹𝑐𝑟𝑦 +𝐹𝑐𝑟𝑧

Fcr = (

2𝐻

4𝐹𝑐𝑟𝑦 +𝐹𝑐𝑟𝑧 𝐻

) [1 − √1 − (𝐹

2 𝑐𝑟𝑦 +𝐹𝑐𝑟𝑧 )

]

(505.4-2)

where Fcry taken as Fcr from Equation 505.3-2 or 505.3-3, for flexural buckling about the y-axis of symmetry and

𝐾𝐿

=

𝑟

Fe =

𝐾𝐿 𝑟𝑦

, and

𝐺𝐽

(505.4-3)

𝐴𝑔𝑟̅

2. For all other cases, Fcr shall be determined according to Equation 505.3-2 or 505.3-3, using the torsional or flexural-torsional elastic buckling stress, Fe, determined as follow: a. For doubly symmetric members: Fe = [

𝐹𝑒𝑦 +𝐹𝑒𝑧 (𝐾𝑒𝐿)²

+ 𝐺𝐽] +

1

(505.4-4)

𝐼𝑥 +𝐼𝑦

b. For singly symmetric members where y is the axis of symmetry:

𝐹𝑒𝑦 +𝐹𝑒𝑧

Fe = (

2𝐻

4𝐹𝑒𝑦 +𝐹𝑒𝑧 𝐻

) [1 − √1 − (𝐹

𝑒𝑦 +𝐹𝑒𝑧 )

2

]

(505.4-5)

c. For unsymmetric members, Fe is the lowest root of the cubic equation:

𝑥

2

(Fe – Fex)(Fe – Fey)(Fe – Fez) – Fe² (Fe – Fey)(𝑟̅ 𝑜 ) 𝑜

– Fe²(Fe –

𝑥 2 Fey)(𝑟̅ 𝑜 ) 𝑜

– Fe²(Fe –

𝑦 2 Fex)( 𝑟̅ 𝑜 ) = 𝑜

(505.4-6)

Where:

Cw

Ag = gross area of member, mm² 6 = warping constant, mm 𝑟̅𝑜 2 = 𝑥𝑜 2 + 𝑦𝑜 2 +

H

=1–

𝐼𝑥 +𝐼𝑦

𝑥𝑜 2 + 𝑦𝑜 2 𝑟̅𝑜 2

𝑟̅𝑜 2

(505.4-7)

(505.4-8)

Fex =

𝜋²𝐸

(505.4-9)

𝐾 𝐿 2 ( 𝑥 ) 𝑟𝑥

Fey =

𝜋²𝐸 (

Fez

(505.4-10)

𝐾𝑦 𝐿 2

)

𝑟𝑦

𝜋²𝐸𝐶𝑤

= ((𝐾

2 𝑧 𝐿)

+ 𝐺𝐽) 𝐴

1

𝑔 𝑟̅𝑜

(505.4-11)

2

Where: G 𝐼𝑥 + 𝐼𝑦

= shear modulus of steel, 77200 MPa = moment of inertia about principal axes, mm4

J 𝐾𝑧 𝑥𝑜 , 𝑦𝑜 𝑟𝑜 𝑟𝑦

= torsional constant, mm4 = effective length factor of torsional buckling = coordinates of shear center with respect to the centroid, mm = polar radius of gyration about shear center, mm = radius of gyration about y-axis, mm

Note: For doubly symmetric I-shaped sections, Cw may be taken as

𝐼𝑦 ℎ𝑜 2 4

, where ℎ𝑜 is the

distance between flange centroids, in lieu of a more precise analysis. For tees and double angles, omit term with Cw when computing Fez take 𝑥𝑜 as 0.

APPENDIX B (STAAD Output)

**************************************************** * STAAD.Pro V8i SELECTseries4 * * Version 20.07.09.31 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= JUN 23, 2014 * * Time= 10:14:15 * * USER ID: * **************************************************** 1. STAAD SPACE INPUT FILE: BRIDGE-finalthesis-AS-IN part 1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 13-MAR-14 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 5 0; 3 2.5 0 0; 4 5 5 0; 5 7.5 0 0; 6 10 5 0; 7 12.5 0 0 9. 8 15 5 0; 9 17.5 0 0; 10 20 5 0; 11 22.5 0 0; 12 25 5 0; 13 27.5 0 0 10. 14 30 5 0; 15 32.5 0 0; 16 35 5 0; 17 37.5 0 0; 18 40 5 0; 19 42.5 0 0 11. 20 45 5 0; 21 47.5 0 0; 22 50 5 0; 23 52.5 0 0; 24 55 5 0; 25 57.5 0 0 12. 26 60 5 0; 27 62.5 0 0; 28 65 5 0; 29 67.5 0 0; 30 70 5 0; 31 72.5 0 0 13. 32 75 5 0; 33 77.5 0 0; 34 80 5 0; 35 82.5 0 0; 36 85 5 0; 37 87.5 0 0 14. 38 90 5 0; 39 92.5 0 0; 40 95 5 0; 41 97.5 0 0; 42 100 5 0; 43 102.5 0 0 15. 44 105 5 0; 45 107.5 0 0; 46 110 5 0; 47 112.5 0 0; 48 115 5 0; 49 117.5 0 0 16. 50 120 5 0; 51 122.5 0 0; 52 125 5 0; 53 127.5 0 0; 54 130 5 0; 55 132.5 0 0 17. 56 135 5 0; 57 137.5 0 0; 58 140 5 0; 59 142.5 0 0; 60 145 5 0; 61 147.5 0 0 18. 62 150 5 0; 63 152.5 0 0; 64 155 5 0; 65 157.5 0 0; 66 160 5 0; 67 162.5 0 0 19. 68 165 5 0; 69 167.5 0 0; 70 170 5 0; 71 170 0 0; 72 0 0 4.77; 74 2.5 0 4.77 20. 76 7.5 0 4.77; 78 12.5 0 4.77; 80 17.5 0 4.77; 82 22.5 0 4.77; 84 27.5 0 4.77 21. 86 32.5 0 4.77; 88 37.5 0 4.77; 90 42.5 0 4.77; 92 47.5 0 4.77; 94 52.5 0 4.77 22. 96 57.5 0 4.77; 98 62.5 0 4.77; 100 67.5 0 4.77; 102 72.5 0 4.77 23. 104 77.5 0 4.77; 106 82.5 0 4.77; 108 87.5 0 4.77; 110 92.5 0 4.77 24. 112 97.5 0 4.77; 114 102.5 0 4.77; 116 107.5 0 4.77; 118 112.5 0 4.77 25. 120 117.5 0 4.77; 122 122.5 0 4.77; 124 127.5 0 4.77; 126 132.5 0 4.77 26. 128 137.5 0 4.77; 130 142.5 0 4.77; 132 147.5 0 4.77; 134 152.5 0 4.77 27. 136 157.5 0 4.77; 138 162.5 0 4.77; 140 167.5 0 4.77; 142 170 0 4.77 28. 143 0 0 9.54; 144 0 5 9.54; 145 2.5 0 9.54; 146 5 5 9.54; 147 7.5 0 9.54 29. 148 10 5 9.54; 149 12.5 0 9.54; 150 15 5 9.54; 151 17.5 0 9.54; 152 20 5 9.54 30. 153 22.5 0 9.54; 154 25 5 9.54; 155 27.5 0 9.54; 156 30 5 9.54 31. 157 32.5 0 9.54; 158 35 5 9.54; 159 37.5 0 9.54; 160 40 5 9.54 32. 161 42.5 0 9.54; 162 45 5 9.54; 163 47.5 0 9.54; 164 50 5 9.54 33. 165 52.5 0 9.54; 166 55 5 9.54; 167 57.5 0 9.54; 168 60 5 9.54 34. 169 62.5 0 9.54; 170 65 5 9.54; 171 67.5 0 9.54; 172 70 5 9.54 35. 173 72.5 0 9.54; 174 75 5 9.54; 175 77.5 0 9.54; 176 80 5 9.54 36. 177 82.5 0 9.54; 178 85 5 9.54; 179 87.5 0 9.54; 180 90 5 9.54 37. 181 92.5 0 9.54; 182 95 5 9.54; 183 97.5 0 9.54; 184 100 5 9.54 38. 185 102.5 0 9.54; 186 105 5 9.54; 187 107.5 0 9.54; 188 110 5 9.54 39. 189 112.5 0 9.54; 190 115 5 9.54; 191 117.5 0 9.54; 192 120 5 9.54 40. 193 122.5 0 9.54; 194 125 5 9.54; 195 127.5 0 9.54; 196 130 5 9.54 41. 197 132.5 0 9.54; 198 135 5 9.54; 199 137.5 0 9.54; 200 140 5 9.54 42. 201 142.5 0 9.54; 202 145 5 9.54; 203 147.5 0 9.54; 204 150 5 9.54 43. 205 152.5 0 9.54; 206 155 5 9.54; 207 157.5 0 9.54; 208 160 5 9.54 44. 209 162.5 0 9.54; 210 165 5 9.54; 211 167.5 0 9.54; 212 170 5 9.54 45. 213 170 0 9.54; 214 0 -0.75 0; 215 2.5 -0.75 0; 216 7.5 -0.75 0 46. 217 12.5 -0.75 0; 218 17.5 -0.75 0; 219 22.5 -0.75 0; 220 27.5 -0.75 0 47. 221 32.5 -0.75 0; 222 37.5 -0.75 0; 223 42.5 -0.75 0; 224 47.5 -0.75 0 48. 225 52.5 -0.75 0; 226 57.5 -0.75 0; 227 62.5 -0.75 0; 228 67.5 -0.75 0

49. 229 72.5 -0.75 0; 230 77.5 -0.75 0; 231 82.5 -0.75 0; 232 87.5 -0.75 0 50. 233 92.5 -0.75 0; 234 97.5 -0.75 0; 235 102.5 -0.75 0; 236 107.5 -0.75 0 51. 237 112.5 -0.75 0; 238 117.5 -0.75 0; 239 122.5 -0.75 0; 240 127.5 -0.75 0 52. 241 132.5 -0.75 0; 242 137.5 -0.75 0; 243 142.5 -0.75 0; 244 147.5 -0.75 0 53. 245 152.5 -0.75 0; 246 157.5 -0.75 0; 247 162.5 -0.75 0; 248 167.5 -0.75 0 54. 249 170 -0.75 0; 250 0 -0.75 4.77; 251 2.5 -0.75 4.77; 252 7.5 -0.75 4.77 55. 253 12.5 -0.75 4.77; 254 17.5 -0.75 4.77; 255 22.5 -0.75 4.77 56. 256 27.5 -0.75 4.77; 257 32.5 -0.75 4.77; 258 37.5 -0.75 4.77 57. 259 42.5 -0.75 4.77; 260 47.5 -0.75 4.77; 261 52.5 -0.75 4.77 58. 262 57.5 -0.75 4.77; 263 62.5 -0.75 4.77; 264 67.5 -0.75 4.77 59. 265 72.5 -0.75 4.77; 266 77.5 -0.75 4.77; 267 82.5 -0.75 4.77 60. 268 87.5 -0.75 4.77; 269 92.5 -0.75 4.77; 270 97.5 -0.75 4.77 61. 271 102.5 -0.75 4.77; 272 107.5 -0.75 4.77; 273 112.5 -0.75 4.77 62. 274 117.5 -0.75 4.77; 275 122.5 -0.75 4.77; 276 127.5 -0.75 4.77 63. 277 132.5 -0.75 4.77; 278 137.5 -0.75 4.77; 279 142.5 -0.75 4.77 64. 280 147.5 -0.75 4.77; 281 152.5 -0.75 4.77; 282 157.5 -0.75 4.77 65. 283 162.5 -0.75 4.77; 284 167.5 -0.75 4.77; 285 170 -0.75 4.77 66. 286 0 -0.75 9.54; 287 2.5 -0.75 9.54; 288 7.5 -0.75 9.54; 289 12.5 -0.75 9.54 67. 290 17.5 -0.75 9.54; 291 22.5 -0.75 9.54; 292 27.5 -0.75 9.54 68. 293 32.5 -0.75 9.54; 294 37.5 -0.75 9.54; 295 42.5 -0.75 9.54 69. 296 47.5 -0.75 9.54; 297 52.5 -0.75 9.54; 298 57.5 -0.75 9.54 70. 299 62.5 -0.75 9.54; 300 67.5 -0.75 9.54; 301 72.5 -0.75 9.54 71. 302 77.5 -0.75 9.54; 303 82.5 -0.75 9.54; 304 87.5 -0.75 9.54 72. 305 92.5 -0.75 9.54; 306 97.5 -0.75 9.54; 307 102.5 -0.75 9.54 73. 308 107.5 -0.75 9.54; 309 112.5 -0.75 9.54; 310 117.5 -0.75 9.54 74. 311 122.5 -0.75 9.54; 312 127.5 -0.75 9.54; 313 132.5 -0.75 9.54 75. 314 137.5 -0.75 9.54; 315 142.5 -0.75 9.54; 316 147.5 -0.75 9.54 76. 317 152.5 -0.75 9.54; 318 157.5 -0.75 9.54; 319 162.5 -0.75 9.54 77. 320 167.5 -0.75 9.54; 321 170 -0.75 9.54; 322 0 -0.75 1.59; 323 0 -0.75 3.18 78. 324 0 -0.75 6.36; 325 0 -0.75 7.95; 326 32.5 -0.75 1.59; 327 32.5 -0.75 3.18 79. 328 32.5 -0.75 6.36; 329 32.5 -0.75 7.95; 330 67.5 -0.75 1.59 80. 331 67.5 -0.75 3.18; 332 67.5 -0.75 6.36; 333 67.5 -0.75 7.95 81. 334 102.5 -0.75 1.59; 335 102.5 -0.75 3.18; 336 102.5 -0.75 6.36 82. 337 102.5 -0.75 7.95; 338 137.5 -0.75 1.59; 339 137.5 -0.75 3.18 83. 340 137.5 -0.75 6.36; 341 137.5 -0.75 7.95; 342 170 -0.75 1.59 84. 343 170 -0.75 3.18; 344 170 -0.75 6.36; 345 170 -0.75 7.95; 346 2.5 -0.75 1.59 85. 347 7.5 -0.75 1.59; 348 12.5 -0.75 1.59; 349 17.5 -0.75 1.59 86. 350 22.5 -0.75 1.59; 351 27.5 -0.75 1.59; 352 37.5 -0.75 1.59 87. 353 42.5 -0.75 1.59; 354 47.5 -0.75 1.59; 355 52.5 -0.75 1.59 88. 356 57.5 -0.75 1.59; 357 62.5 -0.75 1.59; 358 72.5 -0.75 1.59 89. 359 77.5 -0.75 1.59; 360 82.5 -0.75 1.59; 361 87.5 -0.75 1.59 90. 362 92.5 -0.75 1.59; 363 97.5 -0.75 1.59; 364 107.5 -0.75 1.59 91. 365 112.5 -0.75 1.59; 366 117.5 -0.75 1.59; 367 122.5 -0.75 1.59 92. 368 127.5 -0.75 1.59; 369 132.5 -0.75 1.59; 370 142.5 -0.75 1.59 93. 371 147.5 -0.75 1.59; 372 152.5 -0.75 1.59; 373 157.5 -0.75 1.59 94. 374 162.5 -0.75 1.59; 375 167.5 -0.75 1.59; 376 2.5 -0.75 3.18 95. 377 7.5 -0.75 3.18; 378 12.5 -0.75 3.18; 379 17.5 -0.75 3.18 96. 380 22.5 -0.75 3.18; 381 27.5 -0.75 3.18; 382 37.5 -0.75 3.18 97. 383 42.5 -0.75 3.18; 384 47.5 -0.75 3.18; 385 52.5 -0.75 3.18 98. 386 57.5 -0.75 3.18; 387 62.5 -0.75 3.18; 388 72.5 -0.75 3.18 99. 389 77.5 -0.75 3.18; 390 82.5 -0.75 3.18; 391 87.5 -0.75 3.18 100. 392 92.5 -0.75 3.18; 393 97.5 -0.75 3.18; 394 107.5 -0.75 3.18 101. 395 112.5 -0.75 3.18; 396 117.5 -0.75 3.18; 397 122.5 -0.75 3.18 102. 398 127.5 -0.75 3.18; 399 132.5 -0.75 3.18; 400 142.5 -0.75 3.18 103. 401 147.5 -0.75 3.18; 402 152.5 -0.75 3.18; 403 157.5 -0.75 3.18 104. 404 162.5 -0.75 3.18; 405 167.5 -0.75 3.18; 406 2.5 -0.75 6.36 105. 407 7.5 -0.75 6.36; 408 12.5 -0.75 6.36; 409 17.5 -0.75 6.36 106. 410 22.5 -0.75 6.36; 411 27.5 -0.75 6.36; 412 37.5 -0.75 6.36

107. 413 42.5 -0.75 6.36; 414 47.5 -0.75 6.36; 415 52.5 -0.75 6.36 108. 416 57.5 -0.75 6.36; 417 62.5 -0.75 6.36; 418 72.5 -0.75 6.36 109. 419 77.5 -0.75 6.36; 420 82.5 -0.75 6.36; 421 87.5 -0.75 6.36 110. 422 92.5 -0.75 6.36; 423 97.5 -0.75 6.36; 424 107.5 -0.75 6.36 111. 425 112.5 -0.75 6.36; 426 117.5 -0.75 6.36; 427 122.5 -0.75 6.36 112. 428 127.5 -0.75 6.36; 429 132.5 -0.75 6.36; 430 142.5 -0.75 6.36 113. 431 147.5 -0.75 6.36; 432 152.5 -0.75 6.36; 433 157.5 -0.75 6.36 114. 434 162.5 -0.75 6.36; 435 167.5 -0.75 6.36; 436 2.5 -0.75 7.95 115. 437 7.5 -0.75 7.95; 438 12.5 -0.75 7.95; 439 17.5 -0.75 7.95 116. 440 22.5 -0.75 7.95; 441 27.5 -0.75 7.95; 442 37.5 -0.75 7.95 117. 443 42.5 -0.75 7.95; 444 47.5 -0.75 7.95; 445 52.5 -0.75 7.95 118. 446 57.5 -0.75 7.95; 447 62.5 -0.75 7.95; 448 72.5 -0.75 7.95 119. 449 77.5 -0.75 7.95; 450 82.5 -0.75 7.95; 451 87.5 -0.75 7.95 120. 452 92.5 -0.75 7.95; 453 97.5 -0.75 7.95; 454 107.5 -0.75 7.95 121. 455 112.5 -0.75 7.95; 456 117.5 -0.75 7.95; 457 122.5 -0.75 7.95 122. 458 127.5 -0.75 7.95; 459 132.5 -0.75 7.95; 460 142.5 -0.75 7.95 123. 461 147.5 -0.75 7.95; 462 152.5 -0.75 7.95; 463 157.5 -0.75 7.95 124. 464 162.5 -0.75 7.95; 465 167.5 -0.75 7.95; 466 5 -0.75 0.795 125. 467 5 -0.75 2.385; 468 5 -0.75 3.975; 469 5 -0.75 5.565; 470 5 -0.75 7.155 126. 471 5 -0.75 8.745; 472 10 -0.75 0.795; 473 10 -0.75 2.385; 474 10 -0.75 3.975 127. 475 10 -0.75 5.565; 476 10 -0.75 7.155; 477 10 -0.75 8.745; 478 15 -0.75 0.795 128. 479 15 -0.75 2.385; 480 15 -0.75 3.975; 481 15 -0.75 5.565; 482 15 -0.75 7.155 129. 483 15 -0.75 8.745; 484 20 -0.75 0.795; 485 20 -0.75 2.385; 486 20 -0.75 3.975 130. 487 20 -0.75 5.565; 488 20 -0.75 7.155; 489 20 -0.75 8.745; 490 25 -0.75 0.795 131. 491 25 -0.75 2.385; 492 25 -0.75 3.975; 493 25 -0.75 5.565; 494 25 -0.75 7.155 132. 495 25 -0.75 8.745; 496 30 -0.75 0.795; 497 30 -0.75 2.385; 498 30 -0.75 3.975 133. 499 30 -0.75 5.565; 500 30 -0.75 7.155; 501 30 -0.75 8.745; 502 35 -0.75 0.795 134. 503 35 -0.75 2.385; 504 35 -0.75 3.975; 505 35 -0.75 5.565; 506 35 -0.75 7.155 135. 507 35 -0.75 8.745; 508 40 -0.75 0.795; 509 40 -0.75 2.385; 510 40 -0.75 3.975 136. 511 40 -0.75 5.565; 512 40 -0.75 7.155; 513 40 -0.75 8.745; 514 45 -0.75 0.795 137. 515 45 -0.75 2.385; 516 45 -0.75 3.975; 517 45 -0.75 5.565; 518 45 -0.75 7.155 138. 519 45 -0.75 8.745; 520 50 -0.75 0.795; 521 50 -0.75 2.385; 522 50 -0.75 3.975 139. 523 50 -0.75 5.565; 524 50 -0.75 7.155; 525 50 -0.75 8.745; 526 55 -0.75 0.795 140. 527 55 -0.75 2.385; 528 55 -0.75 3.975; 529 55 -0.75 5.565; 530 55 -0.75 7.155 141. 531 55 -0.75 8.745; 532 60 -0.75 0.795; 533 60 -0.75 2.385; 534 60 -0.75 3.975 142. 535 60 -0.75 5.565; 536 60 -0.75 7.155; 537 60 -0.75 8.745; 538 65 -0.75 0.795 143. 539 65 -0.75 2.385; 540 65 -0.75 3.975; 541 65 -0.75 5.565; 542 65 -0.75 7.155 144. 543 65 -0.75 8.745; 544 70 -0.75 0.795; 545 70 -0.75 2.385; 546 70 -0.75 3.975 145. 547 70 -0.75 5.565; 548 70 -0.75 7.155; 549 70 -0.75 8.745; 550 75 -0.75 0.795 146. 551 75 -0.75 2.385; 552 75 -0.75 3.975; 553 75 -0.75 5.565; 554 75 -0.75 7.155 147. 555 75 -0.75 8.745; 556 80 -0.75 0.795; 557 80 -0.75 2.385; 558 80 -0.75 3.975 148. 559 80 -0.75 5.565; 560 80 -0.75 7.155; 561 80 -0.75 8.745; 562 85 -0.75 0.795 149. 563 85 -0.75 2.385; 564 85 -0.75 3.975; 565 85 -0.75 5.565; 566 85 -0.75 7.155 150. 567 85 -0.75 8.745; 568 90 -0.75 0.795; 569 90 -0.75 2.385; 570 90 -0.75 3.975 151. 571 90 -0.75 5.565; 572 90 -0.75 7.155; 573 90 -0.75 8.745; 574 95 -0.75 0.795 152. 575 95 -0.75 2.385; 576 95 -0.75 3.975; 577 95 -0.75 5.565; 578 95 -0.75 7.155 153. 579 95 -0.75 8.745; 580 100 -0.75 0.795; 581 100 -0.75 2.385 154. 582 100 -0.75 3.975; 583 100 -0.75 5.565; 584 100 -0.75 7.155 155. 585 100 -0.75 8.745; 586 105 -0.75 0.795; 587 105 -0.75 2.385 156. 588 105 -0.75 3.975; 589 105 -0.75 5.565; 590 105 -0.75 7.155 157. 591 105 -0.75 8.745; 592 110 -0.75 0.795; 593 110 -0.75 2.385 158. 594 110 -0.75 3.975; 595 110 -0.75 5.565; 596 110 -0.75 7.155 159. 597 110 -0.75 8.745; 598 115 -0.75 0.795; 599 115 -0.75 2.385 160. 600 115 -0.75 3.975; 601 115 -0.75 5.565; 602 115 -0.75 7.155 161. 603 115 -0.75 8.745; 604 120 -0.75 0.795; 605 120 -0.75 2.385 162. 606 120 -0.75 3.975; 607 120 -0.75 5.565; 608 120 -0.75 7.155 163. 609 120 -0.75 8.745; 610 125 -0.75 0.795; 611 125 -0.75 2.385 164. 612 125 -0.75 3.975; 613 125 -0.75 5.565; 614 125 -0.75 7.155

165. 615 125 -0.75 8.745; 616 130 -0.75 0.795; 617 130 -0.75 2.385 166. 618 130 -0.75 3.975; 619 130 -0.75 5.565; 620 130 -0.75 7.155 167. 621 130 -0.75 8.745; 622 135 -0.75 0.795; 623 135 -0.75 2.385 168. 624 135 -0.75 3.975; 625 135 -0.75 5.565; 626 135 -0.75 7.155 169. 627 135 -0.75 8.745; 628 140 -0.75 0.795; 629 140 -0.75 2.385 170. 630 140 -0.75 3.975; 631 140 -0.75 5.565; 632 140 -0.75 7.155 171. 633 140 -0.75 8.745; 634 145 -0.75 0.795; 635 145 -0.75 2.385 172. 636 145 -0.75 3.975; 637 145 -0.75 5.565; 638 145 -0.75 7.155 173. 639 145 -0.75 8.745; 640 150 -0.75 0.795; 641 150 -0.75 2.385 174. 642 150 -0.75 3.975; 643 150 -0.75 5.565; 644 150 -0.75 7.155 175. 645 150 -0.75 8.745; 646 155 -0.75 0.795; 647 155 -0.75 2.385 176. 648 155 -0.75 3.975; 649 155 -0.75 5.565; 650 155 -0.75 7.155 177. 651 155 -0.75 8.745; 652 160 -0.75 0.795; 653 160 -0.75 2.385 178. 654 160 -0.75 3.975; 655 160 -0.75 5.565; 656 160 -0.75 7.155 179. 657 160 -0.75 8.745; 658 165 -0.75 0.795; 659 165 -0.75 2.385 180. 660 165 -0.75 3.975; 661 165 -0.75 5.565; 662 165 -0.75 7.155 181. 663 165 -0.75 8.745; 671 170 -0.75 0.795; 672 170 -0.75 2.385 182. 673 170 -0.75 3.975; 674 170 -0.75 5.565; 675 170 -0.75 7.155 183. 676 170 -0.75 8.745; 677 32.5 -1.25 0; 678 67.5 -1.25 0; 679 102.5 -1.25 0 184. 680 137.5 -1.25 0; 681 32.5 -1.25 4.77; 682 67.5 -1.25 4.77 185. 683 102.5 -1.25 4.77; 684 137.5 -1.25 4.77; 685 32.5 -1.25 9.54 186. 686 67.5 -1.25 9.54; 687 102.5 -1.25 9.54; 688 137.5 -1.25 9.54 187. 689 32.5 -1.25 -0.75; 690 67.5 -1.25 -0.75; 691 102.5 -1.25 -0.75 188. 692 32.5 -1.25 10.29; 693 67.5 -1.25 10.29; 694 102.5 -1.25 10.29 189. 695 137.5 -1.25 10.29; 696 137.5 -1.25 -0.75; 697 32.5 -20.25 0 190. 698 67.5 -20.25 0; 699 102.5 -20.25 0; 700 137.5 -20.25 0 191. 701 32.5 -20.25 4.77; 702 67.5 -20.25 4.77; 703 102.5 -20.25 4.77 192. 704 137.5 -20.25 4.77; 705 32.5 -20.25 9.54; 706 67.5 -20.25 9.54 193. 707 102.5 -20.25 9.54; 708 137.5 -20.25 9.54; 709 0 -1.25 0; 710 170 -1.25 0 194. 711 0 -1.25 4.77; 712 170 -1.25 4.77; 713 0 -1.25 9.54; 714 170 -1.25 9.54 195. 715 0 -19.25 0; 716 170 -19.25 0; 717 0 -19.25 4.77; 718 170 -19.25 4.77 196. 719 0 -19.25 9.54; 720 170 -19.25 9.54; 721 5 0 0; 722 10 0 0; 723 15 0 0 197. 724 20 0 0; 725 25 0 0; 726 30 0 0; 727 35 0 0; 728 40 0 0; 729 45 0 0 198. 730 50 0 0; 731 55 0 0; 732 60 0 0; 733 65 0 0; 734 70 0 0; 735 75 0 0 199. 736 80 0 0; 737 85 0 0; 738 90 0 0; 739 95 0 0; 740 100 0 0; 741 105 0 0 200. 742 110 0 0; 743 115 0 0; 744 120 0 0; 745 125 0 0; 746 130 0 0; 747 135 0 0 201. 748 140 0 0; 749 145 0 0; 750 150 0 0; 751 155 0 0; 752 160 0 0; 753 165 0 0 202. 754 5 0 4.77; 755 10 0 4.77; 756 15 0 4.77; 757 20 0 4.77; 758 25 0 4.77 203. 759 30 0 4.77; 760 35 0 4.77; 761 40 0 4.77; 762 45 0 4.77; 763 50 0 4.77 204. 764 55 0 4.77; 765 60 0 4.77; 766 65 0 4.77; 767 70 0 4.77; 768 75 0 4.77 205. 769 80 0 4.77; 770 85 0 4.77; 771 90 0 4.77; 772 95 0 4.77; 773 100 0 4.77 206. 774 105 0 4.77; 775 110 0 4.77; 776 115 0 4.77; 777 120 0 4.77; 778 125 0 4.77 207. 779 130 0 4.77; 780 135 0 4.77; 781 140 0 4.77; 782 145 0 4.77; 783 150 0 4.77 208. 784 155 0 4.77; 785 160 0 4.77; 786 165 0 4.77; 787 5 0 9.54; 788 10 0 9.54 209. 789 15 0 9.54; 790 20 0 9.54; 791 25 0 9.54; 792 30 0 9.54; 793 35 0 9.54 210. 794 40 0 9.54; 795 45 0 9.54; 796 50 0 9.54; 797 55 0 9.54; 798 60 0 9.54 211. 799 65 0 9.54; 800 70 0 9.54; 801 75 0 9.54; 802 80 0 9.54; 803 85 0 9.54 212. 804 90 0 9.54; 805 95 0 9.54; 806 100 0 9.54; 807 105 0 9.54; 808 110 0 9.54 213. 809 115 0 9.54; 810 120 0 9.54; 811 125 0 9.54; 812 130 0 9.54; 813 135 0 9.54 214. 814 140 0 9.54; 815 145 0 9.54; 816 150 0 9.54; 817 155 0 9.54; 818 160 0 9.54 215. 819 165 0 9.54; 820 5 -0.75 0; 821 10 -0.75 0; 822 15 -0.75 0; 823 20 -0.75 0 216. 824 25 -0.75 0; 825 30 -0.75 0; 826 35 -0.75 0; 827 40 -0.75 0; 828 45 -0.75 0 217. 829 50 -0.75 0; 830 55 -0.75 0; 831 60 -0.75 0; 832 65 -0.75 0; 833 70 -0.75 0 218. 834 75 -0.75 0; 835 80 -0.75 0; 836 85 -0.75 0; 837 90 -0.75 0; 838 95 -0.75 0 219. 839 100 -0.75 0; 840 105 -0.75 0; 841 110 -0.75 0; 842 115 -0.75 0 220. 843 120 -0.75 0; 844 125 -0.75 0; 845 130 -0.75 0; 846 135 -0.75 0 221. 847 140 -0.75 0; 848 145 -0.75 0; 849 150 -0.75 0; 850 155 -0.75 0 222. 851 160 -0.75 0; 852 165 -0.75 0; 853 5 -0.75 4.77; 854 10 -0.75 4.77

223. 855 15 -0.75 4.77; 856 20 -0.75 4.77; 857 25 -0.75 4.77; 858 30 -0.75 4.77 224. 859 35 -0.75 4.77; 860 40 -0.75 4.77; 861 45 -0.75 4.77; 862 50 -0.75 4.77 225. 863 55 -0.75 4.77; 864 60 -0.75 4.77; 865 65 -0.75 4.77; 866 70 -0.75 4.77 226. 867 75 -0.75 4.77; 868 80 -0.75 4.77; 869 85 -0.75 4.77; 870 90 -0.75 4.77 227. 871 95 -0.75 4.77; 872 100 -0.75 4.77; 873 105 -0.75 4.77; 874 110 -0.75 4.77 228. 875 115 -0.75 4.77; 876 120 -0.75 4.77; 877 125 -0.75 4.77; 878 130 -0.75 4.77 229. 879 135 -0.75 4.77; 880 140 -0.75 4.77; 881 145 -0.75 4.77; 882 150 -0.75 4.77 230. 883 155 -0.75 4.77; 884 160 -0.75 4.77; 885 165 -0.75 4.77; 886 5 -0.75 9.54 231. 887 10 -0.75 9.54; 888 15 -0.75 9.54; 889 20 -0.75 9.54; 890 25 -0.75 9.54 232. 891 30 -0.75 9.54; 892 35 -0.75 9.54; 893 40 -0.75 9.54; 894 45 -0.75 9.54 233. 895 50 -0.75 9.54; 896 55 -0.75 9.54; 897 60 -0.75 9.54; 898 65 -0.75 9.54 234. 899 70 -0.75 9.54; 900 75 -0.75 9.54; 901 80 -0.75 9.54; 902 85 -0.75 9.54 235. 903 90 -0.75 9.54; 904 95 -0.75 9.54; 905 100 -0.75 9.54; 906 105 -0.75 9.54 236. 907 110 -0.75 9.54; 908 115 -0.75 9.54; 909 120 -0.75 9.54; 910 125 -0.75 9.54 237. 911 130 -0.75 9.54; 912 135 -0.75 9.54; 913 140 -0.75 9.54; 914 145 -0.75 9.54 238. 915 150 -0.75 9.54; 916 155 -0.75 9.54; 917 160 -0.75 9.54; 918 165 -0.75 9.54 239. 919 1.25 -0.75 0.795; 920 1.25 -0.75 2.385; 921 1.25 -0.75 3.975 240. 922 1.25 -0.75 5.565; 923 1.25 -0.75 7.155; 924 1.25 -0.75 8.745 241. 925 168.75 -0.75 0.795; 926 168.75 -0.75 2.385; 927 168.75 -0.75 3.975 242. 928 168.75 -0.75 5.565; 929 168.75 -0.75 7.155; 930 168.75 -0.75 8.745 243. 931 30 5.75 3.18; 932 30 5.75 6.36; 933 35 5.75 3.18; 934 35 5.75 6.36 244. 935 65 5.75 3.18; 936 65 5.75 6.36; 937 70 5.75 3.18; 938 70 5.75 6.36 245. 939 100 5.75 3.18; 940 100 5.75 6.36; 941 105 5.75 3.18; 942 105 5.75 6.36 246. 943 135 5.75 3.18; 944 135 5.75 6.36; 945 140 5.75 3.18; 946 140 5.75 6.36 247. 947 120 5.75 3.18; 948 120 5.75 6.36; 949 115 5.75 3.18; 950 115 5.75 6.36 248. 951 125 5.75 3.18; 952 125 5.75 6.36; 953 155 5.75 3.18; 954 155 5.75 6.36 249. 955 150 5.75 3.18; 956 150 5.75 6.36; 957 160 5.75 3.18; 958 160 5.75 6.36 250. 959 80 5.75 3.18; 960 80 5.75 6.36; 961 85 5.75 3.18; 962 85 5.75 6.36 251. 963 90 5.75 3.18; 964 90 5.75 6.36; 965 45 5.75 3.18; 966 45 5.75 6.36 252. 967 50 5.75 3.18; 968 50 5.75 6.36; 969 55 5.75 3.18; 970 55 5.75 6.36 253. 971 20 5.75 3.18; 972 20 5.75 6.36; 973 15 5.75 3.18; 974 15 5.75 6.36 254. 975 10 5.75 3.18; 976 10 5.75 6.36; 977 10 5 4.77; 978 15 5 4.77 255. 979 20 5 4.77; 980 30 5 4.77; 981 35 5 4.77; 982 45 5 4.77; 983 50 5 4.77 256. 984 55 5 4.77; 985 65 5 4.77; 986 70 5 4.77; 987 80 5 4.77; 988 85 5 4.77 257. 989 90 5 4.77; 990 100 5 4.77; 991 105 5 4.77; 992 115 5 4.77; 993 120 5 4.77 258. 994 125 5 4.77; 995 135 5 4.77; 996 140 5 4.77; 997 150 5 4.77; 998 155 5 4.77 259. 999 160 5 4.77 260. MEMBER INCIDENCES 261. 1 1 2; 2 1 3; 3 2 3; 4 2 4; 5 3 721; 6 4 6; 7 5 722; 8 6 8; 9 7 723; 10 8 10 262. 11 9 724; 12 10 12; 13 11 725; 14 12 14; 15 13 726; 16 14 16; 17 15 727 263. 18 16 18; 19 17 728; 20 18 20; 21 19 729; 22 20 22; 23 21 730; 24 22 24 264. 25 23 731; 26 24 26; 27 25 732; 28 26 28; 29 27 733; 30 28 30; 31 29 734 265. 32 30 32; 33 31 735; 34 32 34; 35 33 736; 36 34 36; 37 35 737; 38 36 38 266. 39 37 738; 40 38 40; 41 39 739; 42 40 42; 43 41 740; 44 42 44; 45 43 741 267. 46 44 46; 47 45 742; 48 46 48; 49 47 743; 50 48 50; 51 49 744; 52 50 52 268. 53 51 745; 54 52 54; 55 53 746; 56 54 56; 57 55 747; 58 56 58; 59 57 748 269. 60 58 60; 61 59 749; 62 60 62; 63 61 750; 64 62 64; 65 63 751; 66 64 66 270. 67 65 752; 68 66 68; 69 67 753; 70 3 4; 71 5 6; 72 7 8; 73 9 10; 74 11 12 271. 75 13 14; 76 15 16; 77 17 18; 78 19 20; 79 21 22; 80 23 24; 81 25 26; 82 27 28 272. 83 29 30; 84 31 32; 85 33 34; 86 35 36; 87 37 38; 88 39 40; 89 41 42; 90 43 44 273. 91 45 46; 92 47 48; 93 49 50; 94 51 52; 95 53 54; 96 55 56; 97 57 58; 98 59 60 274. 99 61 62; 100 63 64; 101 65 66; 102 67 68; 103 4 5; 104 6 7; 105 8 9 275. 106 10 11; 107 12 13; 108 14 15; 109 16 17; 110 18 19; 111 20 21; 112 22 23 276. 113 24 25; 114 26 27; 115 28 29; 116 30 31; 117 32 33; 118 34 35; 119 36 37 277. 120 38 39; 121 40 41; 122 42 43; 123 44 45; 124 46 47; 125 48 49; 126 50 51 278. 127 52 53; 128 54 55; 129 56 57; 130 58 59; 131 60 61; 132 62 63; 133 64 65 279. 134 66 67; 135 68 69; 136 68 70; 137 69 70; 138 69 71; 139 71 70; 141 72 74 280. 144 74 754; 146 76 755; 148 78 756; 150 80 757; 152 82 758; 154 84 759

281. 156 86 760; 158 88 761; 160 90 762; 162 92 763; 164 94 764; 166 96 765 282. 168 98 766; 170 100 767; 172 102 768; 174 104 769; 176 106 770; 178 108 771 283. 180 110 772; 182 112 773; 184 114 774; 186 116 775; 188 118 776; 190 120 777 284. 192 122 778; 194 124 779; 196 126 780; 198 128 781; 200 130 782; 202 132 783 285. 204 134 784; 206 136 785; 208 138 786; 277 140 142; 279 143 144; 280 143 145 286. 281 144 145; 282 144 146; 283 145 787; 284 146 148; 285 147 788; 286 148 150 287. 287 149 789; 288 150 152; 289 151 790; 290 152 154; 291 153 791; 292 154 156 288. 293 155 792; 294 156 158; 295 157 793; 296 158 160; 297 159 794; 298 160 162 289. 299 161 795; 300 162 164; 301 163 796; 302 164 166; 303 165 797; 304 166 168 290. 305 167 798; 306 168 170; 307 169 799; 308 170 172; 309 171 800; 310 172 174 291. 311 173 801; 312 174 176; 313 175 802; 314 176 178; 315 177 803; 316 178 180 292. 317 179 804; 318 180 182; 319 181 805; 320 182 184; 321 183 806; 322 184 186 293. 323 185 807; 324 186 188; 325 187 808; 326 188 190; 327 189 809; 328 190 192 294. 329 191 810; 330 192 194; 331 193 811; 332 194 196; 333 195 812; 334 196 198 295. 335 197 813; 336 198 200; 337 199 814; 338 200 202; 339 201 815; 340 202 204 296. 341 203 816; 342 204 206; 343 205 817; 344 206 208; 345 207 818; 346 208 210 297. 347 209 819; 348 145 146; 349 147 148; 350 149 150; 351 151 152; 352 153 154 298. 353 155 156; 354 157 158; 355 159 160; 356 161 162; 357 163 164; 358 165 166 299. 359 167 168; 360 169 170; 361 171 172; 362 173 174; 363 175 176; 364 177 178 300. 365 179 180; 366 181 182; 367 183 184; 368 185 186; 369 187 188; 370 189 190 301. 371 191 192; 372 193 194; 373 195 196; 374 197 198; 375 199 200; 376 201 202 302. 377 203 204; 378 205 206; 379 207 208; 380 209 210; 381 146 147; 382 148 149 303. 383 150 151; 384 152 153; 385 154 155; 386 156 157; 387 158 159; 388 160 161 304. 389 162 163; 390 164 165; 391 166 167; 392 168 169; 393 170 171; 394 172 173 305. 395 174 175; 396 176 177; 397 178 179; 398 180 181; 399 182 183; 400 184 185 306. 401 186 187; 402 188 189; 403 190 191; 404 192 193; 405 194 195; 406 196 197 307. 407 198 199; 408 200 201; 409 202 203; 410 204 205; 411 206 207; 412 208 209 308. 413 210 211; 414 210 212; 415 211 212; 416 211 213; 417 213 212; 418 1 72 309. 419 72 143; 420 15 86; 421 86 157; 422 29 100; 423 100 171; 424 43 114 310. 425 114 185; 426 57 128; 427 128 199; 428 71 142; 429 142 213; 430 1 214 311. 431 3 215; 432 5 216; 433 7 217; 434 9 218; 435 11 219; 436 13 220; 437 15 221 312. 438 17 222; 439 19 223; 440 21 224; 441 23 225; 442 25 226; 443 27 227 313. 444 29 228; 445 31 229; 446 33 230; 447 35 231; 448 37 232; 449 39 233 314. 450 41 234; 451 43 235; 452 45 236; 453 47 237; 454 49 238; 455 51 239 315. 456 53 240; 457 55 241; 458 57 242; 459 59 243; 460 61 244; 461 63 245 316. 462 65 246; 463 67 247; 464 69 248; 465 71 249; 466 72 250; 467 74 251 317. 468 76 252; 469 78 253; 470 80 254; 471 82 255; 472 84 256; 473 86 257 318. 474 88 258; 475 90 259; 476 92 260; 477 94 261; 478 96 262; 479 98 263 319. 480 100 264; 481 102 265; 482 104 266; 483 106 267; 484 108 268; 485 110 269 320. 486 112 270; 487 114 271; 488 116 272; 489 118 273; 490 120 274; 491 122 275 321. 492 124 276; 493 126 277; 494 128 278; 495 130 279; 496 132 280; 497 134 281 322. 498 136 282; 499 138 283; 500 140 284; 501 142 285; 502 143 286; 503 145 287 323. 504 147 288; 505 149 289; 506 151 290; 507 153 291; 508 155 292; 509 157 293 324. 510 159 294; 511 161 295; 512 163 296; 513 165 297; 514 167 298; 515 169 299 325. 516 171 300; 517 173 301; 518 175 302; 519 177 303; 520 179 304; 521 181 305 326. 522 183 306; 523 185 307; 524 187 308; 525 189 309; 526 191 310; 527 193 311 327. 528 195 312; 529 197 313; 530 199 314; 531 201 315; 532 203 316; 533 205 317 328. 534 207 318; 535 209 319; 536 211 320; 537 213 321; 538 214 215; 539 215 820 329. 540 216 821; 541 217 822; 542 218 823; 543 219 824; 544 220 825; 545 221 826 330. 546 222 827; 547 223 828; 548 224 829; 549 225 830; 550 226 831; 551 227 832 331. 552 228 833; 553 229 834; 554 230 835; 555 231 836; 556 232 837; 557 233 838 332. 558 234 839; 559 235 840; 560 236 841; 561 237 842; 562 238 843; 563 239 844 333. 564 240 845; 565 241 846; 566 242 847; 567 243 848; 568 244 849; 569 245 850 334. 570 246 851; 571 247 852; 572 248 249; 573 250 251; 574 251 853; 575 252 854 335. 576 253 855; 577 254 856; 578 255 857; 579 256 858; 580 257 859; 581 258 860 336. 582 259 861; 583 260 862; 584 261 863; 585 262 864; 586 263 865; 587 264 866 337. 588 265 867; 589 266 868; 590 267 869; 591 268 870; 592 269 871; 593 270 872 338. 594 271 873; 595 272 874; 596 273 875; 597 274 876; 598 275 877; 599 276 878

339. 600 277 879; 601 278 880; 602 279 881; 603 280 882; 604 281 883; 605 282 884 340. 606 283 885; 607 284 285; 608 286 287; 609 287 886; 610 288 887; 611 289 888 341. 612 290 889; 613 291 890; 614 292 891; 615 293 892; 616 294 893; 617 295 894 342. 618 296 895; 619 297 896; 620 298 897; 621 299 898; 622 300 899; 623 301 900 343. 624 302 901; 625 303 902; 626 304 903; 627 305 904; 628 306 905; 629 307 906 344. 630 308 907; 631 309 908; 632 310 909; 633 311 910; 634 312 911; 635 313 912 345. 636 314 913; 637 315 914; 638 316 915; 639 317 916; 640 318 917; 641 319 918 346. 642 320 321; 643 214 322; 644 250 324; 645 221 326; 646 257 328; 647 228 330 347. 648 264 332; 649 235 334; 650 271 336; 651 242 338; 652 278 340; 653 249 671 348. 654 285 674; 655 322 323; 656 323 250; 657 324 325; 658 325 286; 659 326 327 349. 660 327 257; 661 328 329; 662 329 293; 663 330 331; 664 331 264; 665 332 333 350. 666 333 300; 667 334 335; 668 335 271; 669 336 337; 670 337 307; 671 338 339 351. 672 339 278; 673 340 341; 674 341 314; 675 342 672; 676 343 673; 677 344 675 352. 678 345 676; 679 215 346; 680 216 347; 681 217 348; 682 218 349; 683 219 350 353. 684 220 351; 685 222 352; 686 223 353; 687 224 354; 688 225 355; 689 226 356 354. 690 227 357; 691 229 358; 692 230 359; 693 231 360; 694 232 361; 695 233 362 355. 696 234 363; 697 236 364; 698 237 365; 699 238 366; 700 239 367; 701 240 368 356. 702 241 369; 703 243 370; 704 244 371; 705 245 372; 706 246 373; 707 247 374 357. 708 248 375; 709 346 376; 710 347 377; 711 348 378; 712 349 379; 713 350 380 358. 714 351 381; 715 352 382; 716 353 383; 717 354 384; 718 355 385; 719 356 386 359. 720 357 387; 721 358 388; 722 359 389; 723 360 390; 724 361 391; 725 362 392 360. 726 363 393; 727 364 394; 728 365 395; 729 366 396; 730 367 397; 731 368 398 361. 732 369 399; 733 370 400; 734 371 401; 735 372 402; 736 373 403; 737 374 404 362. 738 375 405; 739 376 251; 740 377 252; 741 378 253; 742 379 254; 743 380 255 363. 744 381 256; 745 382 258; 746 383 259; 747 384 260; 748 385 261; 749 386 262 364. 750 387 263; 751 388 265; 752 389 266; 753 390 267; 754 391 268; 755 392 269 365. 756 393 270; 757 394 272; 758 395 273; 759 396 274; 760 397 275; 761 398 276 366. 762 399 277; 763 400 279; 764 401 280; 765 402 281; 766 403 282; 767 404 283 367. 768 405 284; 769 251 406; 770 252 407; 771 253 408; 772 254 409; 773 255 410 368. 774 256 411; 775 258 412; 776 259 413; 777 260 414; 778 261 415; 779 262 416 369. 780 263 417; 781 265 418; 782 266 419; 783 267 420; 784 268 421; 785 269 422 370. 786 270 423; 787 272 424; 788 273 425; 789 274 426; 790 275 427; 791 276 428 371. 792 277 429; 793 279 430; 794 280 431; 795 281 432; 796 282 433; 797 283 434 372. 798 284 435; 799 406 436; 800 407 437; 801 408 438; 802 409 439; 803 410 440 373. 804 411 441; 805 412 442; 806 413 443; 807 414 444; 808 415 445; 809 416 446 374. 810 417 447; 811 418 448; 812 419 449; 813 420 450; 814 421 451; 815 422 452 375. 816 423 453; 817 424 454; 818 425 455; 819 426 456; 820 427 457; 821 428 458 376. 822 429 459; 823 430 460; 824 431 461; 825 432 462; 826 433 463; 827 434 464 377. 828 435 465; 829 436 287; 830 437 288; 831 438 289; 832 439 290; 833 440 291 378. 834 441 292; 835 442 294; 836 443 295; 837 444 296; 838 445 297; 839 446 298 379. 840 447 299; 841 448 301; 842 449 302; 843 450 303; 844 451 304; 845 452 305 380. 846 453 306; 847 454 308; 848 455 309; 849 456 310; 850 457 311; 851 458 312 381. 852 459 313; 853 460 315; 854 461 316; 855 462 317; 856 463 318; 857 464 319 382. 858 465 320; 859 322 346; 860 346 347; 861 347 348; 862 348 349; 863 349 350 383. 864 350 351; 865 351 326; 866 326 352; 867 352 353; 868 353 354; 869 354 355 384. 870 355 356; 871 356 357; 872 357 330; 873 330 358; 874 358 359; 875 359 360 385. 876 360 361; 877 361 362; 878 362 363; 879 363 334; 880 334 364; 881 364 365 386. 882 365 366; 883 366 367; 884 367 368; 885 368 369; 886 369 338; 887 338 370 387. 888 370 371; 889 371 372; 890 372 373; 891 373 374; 892 374 375; 893 375 342 388. 894 323 376; 895 376 377; 896 377 378; 897 378 379; 898 379 380; 899 380 381 389. 900 381 327; 901 327 382; 902 382 383; 903 383 384; 904 384 385; 905 385 386 390. 906 386 387; 907 387 331; 908 331 388; 909 388 389; 910 389 390; 911 390 391 391. 912 391 392; 913 392 393; 914 393 335; 915 335 394; 916 394 395; 917 395 396 392. 918 396 397; 919 397 398; 920 398 399; 921 399 339; 922 339 400; 923 400 401 393. 924 401 402; 925 402 403; 926 403 404; 927 404 405; 928 405 343; 929 324 406 394. 930 406 407; 931 407 408; 932 408 409; 933 409 410; 934 410 411; 935 411 328 395. 936 328 412; 937 412 413; 938 413 414; 939 414 415; 940 415 416; 941 416 417 396. 942 417 332; 943 332 418; 944 418 419; 945 419 420; 946 420 421; 947 421 422

397. 948 422 423; 949 423 336; 950 336 424; 951 424 425; 952 425 426; 953 426 427 398. 954 427 428; 955 428 429; 956 429 340; 957 340 430; 958 430 431; 959 431 432 399. 960 432 433; 961 433 434; 962 434 435; 963 435 344; 964 325 436; 965 436 437 400. 966 437 438; 967 438 439; 968 439 440; 969 440 441; 970 441 329; 971 329 442 401. 972 442 443; 973 443 444; 974 444 445; 975 445 446; 976 446 447; 977 447 333 402. 978 333 448; 979 448 449; 980 449 450; 981 450 451; 982 451 452; 983 452 453 403. 984 453 337; 985 337 454; 986 454 455; 987 455 456; 988 456 457; 989 457 458 404. 990 458 459; 991 459 341; 992 341 460; 993 460 461; 994 461 462; 995 462 463 405. 996 463 464; 997 464 465; 998 465 345; 999 216 466; 1000 215 466; 1001 347 467 406. 1002 346 467; 1003 377 468; 1004 376 468; 1005 252 469; 1006 251 469 407. 1007 407 470; 1008 406 470; 1009 436 471; 1010 437 471; 1011 466 346 408. 1012 466 347; 1013 467 376; 1014 467 377; 1015 468 251; 1016 468 252 409. 1017 469 406; 1018 469 407; 1019 470 436; 1020 470 437; 1021 471 288 410. 1022 471 287; 1023 217 472; 1024 216 472; 1025 348 473; 1026 347 473 411. 1027 378 474; 1028 377 474; 1029 253 475; 1030 252 475; 1031 408 476 412. 1032 407 476; 1033 437 477; 1034 438 477; 1035 472 347; 1036 472 348 413. 1037 473 377; 1038 473 378; 1039 474 252; 1040 474 253; 1041 475 407 414. 1042 475 408; 1043 476 437; 1044 476 438; 1045 477 289; 1046 477 288 415. 1047 218 478; 1048 217 478; 1049 349 479; 1050 348 479; 1051 379 480 416. 1052 378 480; 1053 254 481; 1054 253 481; 1055 409 482; 1056 408 482 417. 1057 438 483; 1058 439 483; 1059 478 348; 1060 478 349; 1061 479 378 418. 1062 479 379; 1063 480 253; 1064 480 254; 1065 481 408; 1066 481 409 419. 1067 482 438; 1068 482 439; 1069 483 290; 1070 483 289; 1071 219 484 420. 1072 218 484; 1073 350 485; 1074 349 485; 1075 380 486; 1076 379 486 421. 1077 255 487; 1078 254 487; 1079 410 488; 1080 409 488; 1081 439 489 422. 1082 440 489; 1083 484 349; 1084 484 350; 1085 485 379; 1086 485 380 423. 1087 486 254; 1088 486 255; 1089 487 409; 1090 487 410; 1091 488 439 424. 1092 488 440; 1093 489 291; 1094 489 290; 1095 220 490; 1096 219 490 425. 1097 351 491; 1098 350 491; 1099 381 492; 1100 380 492; 1101 256 493 426. 1102 255 493; 1103 411 494; 1104 410 494; 1105 440 495; 1106 441 495 427. 1107 490 350; 1108 490 351; 1109 491 380; 1110 491 381; 1111 492 255 428. 1112 492 256; 1113 493 410; 1114 493 411; 1115 494 440; 1116 494 441 429. 1117 495 292; 1118 495 291; 1119 221 496; 1120 220 496; 1121 326 497 430. 1122 351 497; 1123 327 498; 1124 381 498; 1125 257 499; 1126 256 499 431. 1127 328 500; 1128 411 500; 1129 441 501; 1130 329 501; 1131 496 351 432. 1132 496 326; 1133 497 381; 1134 497 327; 1135 498 256; 1136 498 257 433. 1137 499 411; 1138 499 328; 1139 500 441; 1140 500 329; 1141 501 293 434. 1142 501 292; 1143 222 502; 1144 221 502; 1145 352 503; 1146 326 503 435. 1147 382 504; 1148 327 504; 1149 258 505; 1150 257 505; 1151 412 506 436. 1152 328 506; 1153 329 507; 1154 442 507; 1155 502 326; 1156 502 352 437. 1157 503 327; 1158 503 382; 1159 504 257; 1160 504 258; 1161 505 328 438. 1162 505 412; 1163 506 329; 1164 506 442; 1165 507 294; 1166 507 293 439. 1167 223 508; 1168 222 508; 1169 353 509; 1170 352 509; 1171 383 510 440. 1172 382 510; 1173 259 511; 1174 258 511; 1175 413 512; 1176 412 512 441. 1177 442 513; 1178 443 513; 1179 508 352; 1180 508 353; 1181 509 382 442. 1182 509 383; 1183 510 258; 1184 510 259; 1185 511 412; 1186 511 413 443. 1187 512 442; 1188 512 443; 1189 513 295; 1190 513 294; 1191 224 514 444. 1192 223 514; 1193 354 515; 1194 353 515; 1195 384 516; 1196 383 516 445. 1197 260 517; 1198 259 517; 1199 414 518; 1200 413 518; 1201 443 519 446. 1202 444 519; 1203 514 353; 1204 514 354; 1205 515 383; 1206 515 384 447. 1207 516 259; 1208 516 260; 1209 517 413; 1210 517 414; 1211 518 443 448. 1212 518 444; 1213 519 296; 1214 519 295; 1215 225 520; 1216 224 520 449. 1217 355 521; 1218 354 521; 1219 385 522; 1220 384 522; 1221 261 523 450. 1222 260 523; 1223 415 524; 1224 414 524; 1225 444 525; 1226 445 525 451. 1227 520 354; 1228 520 355; 1229 521 384; 1230 521 385; 1231 522 260 452. 1232 522 261; 1233 523 414; 1234 523 415; 1235 524 444; 1236 524 445 453. 1237 525 297; 1238 525 296; 1239 226 526; 1240 225 526; 1241 356 527 454. 1242 355 527; 1243 386 528; 1244 385 528; 1245 262 529; 1246 261 529

455. 1247 416 530; 1248 415 530; 1249 445 531; 1250 446 531; 1251 526 355 456. 1252 526 356; 1253 527 385; 1254 527 386; 1255 528 261; 1256 528 262 457. 1257 529 415; 1258 529 416; 1259 530 445; 1260 530 446; 1261 531 298 458. 1262 531 297; 1263 227 532; 1264 226 532; 1265 357 533; 1266 356 533 459. 1267 387 534; 1268 386 534; 1269 263 535; 1270 262 535; 1271 417 536 460. 1272 416 536; 1273 446 537; 1274 447 537; 1275 532 356; 1276 532 357 461. 1277 533 386; 1278 533 387; 1279 534 262; 1280 534 263; 1281 535 416 462. 1282 535 417; 1283 536 446; 1284 536 447; 1285 537 299; 1286 537 298 463. 1287 228 538; 1288 227 538; 1289 330 539; 1290 357 539; 1291 331 540 464. 1292 387 540; 1293 264 541; 1294 263 541; 1295 332 542; 1296 417 542 465. 1297 447 543; 1298 333 543; 1299 538 357; 1300 538 330; 1301 539 387 466. 1302 539 331; 1303 540 263; 1304 540 264; 1305 541 417; 1306 541 332 467. 1307 542 447; 1308 542 333; 1309 543 300; 1310 543 299; 1311 229 544 468. 1312 228 544; 1313 358 545; 1314 330 545; 1315 388 546; 1316 331 546 469. 1317 265 547; 1318 264 547; 1319 418 548; 1320 332 548; 1321 333 549 470. 1322 448 549; 1323 544 330; 1324 544 358; 1325 545 331; 1326 545 388 471. 1327 546 264; 1328 546 265; 1329 547 332; 1330 547 418; 1331 548 333 472. 1332 548 448; 1333 549 301; 1334 549 300; 1335 230 550; 1336 229 550 473. 1337 359 551; 1338 358 551; 1339 389 552; 1340 388 552; 1341 266 553 474. 1342 265 553; 1343 419 554; 1344 418 554; 1345 448 555; 1346 449 555 475. 1347 550 358; 1348 550 359; 1349 551 388; 1350 551 389; 1351 552 265 476. 1352 552 266; 1353 553 418; 1354 553 419; 1355 554 448; 1356 554 449 477. 1357 555 302; 1358 555 301; 1359 231 556; 1360 230 556; 1361 360 557 478. 1362 359 557; 1363 390 558; 1364 389 558; 1365 267 559; 1366 266 559 479. 1367 420 560; 1368 419 560; 1369 449 561; 1370 450 561; 1371 556 359 480. 1372 556 360; 1373 557 389; 1374 557 390; 1375 558 266; 1376 558 267 481. 1377 559 419; 1378 559 420; 1379 560 449; 1380 560 450; 1381 561 303 482. 1382 561 302; 1383 232 562; 1384 231 562; 1385 361 563; 1386 360 563 483. 1387 391 564; 1388 390 564; 1389 268 565; 1390 267 565; 1391 421 566 484. 1392 420 566; 1393 450 567; 1394 451 567; 1395 562 360; 1396 562 361 485. 1397 563 390; 1398 563 391; 1399 564 267; 1400 564 268; 1401 565 420 486. 1402 565 421; 1403 566 450; 1404 566 451; 1405 567 304; 1406 567 303 487. 1407 233 568; 1408 232 568; 1409 362 569; 1410 361 569; 1411 392 570 488. 1412 391 570; 1413 269 571; 1414 268 571; 1415 422 572; 1416 421 572 489. 1417 451 573; 1418 452 573; 1419 568 361; 1420 568 362; 1421 569 391 490. 1422 569 392; 1423 570 268; 1424 570 269; 1425 571 421; 1426 571 422 491. 1427 572 451; 1428 572 452; 1429 573 305; 1430 573 304; 1431 234 574 492. 1432 233 574; 1433 363 575; 1434 362 575; 1435 393 576; 1436 392 576 493. 1437 270 577; 1438 269 577; 1439 423 578; 1440 422 578; 1441 452 579 494. 1442 453 579; 1443 574 362; 1444 574 363; 1445 575 392; 1446 575 393 495. 1447 576 269; 1448 576 270; 1449 577 422; 1450 577 423; 1451 578 452 496. 1452 578 453; 1453 579 306; 1454 579 305; 1455 235 580; 1456 234 580 497. 1457 334 581; 1458 363 581; 1459 335 582; 1460 393 582; 1461 271 583 498. 1462 270 583; 1463 336 584; 1464 423 584; 1465 453 585; 1466 337 585 499. 1467 580 363; 1468 580 334; 1469 581 393; 1470 581 335; 1471 582 270 500. 1472 582 271; 1473 583 423; 1474 583 336; 1475 584 453; 1476 584 337 501. 1477 585 307; 1478 585 306; 1479 236 586; 1480 235 586; 1481 364 587 502. 1482 334 587; 1483 394 588; 1484 335 588; 1485 272 589; 1486 271 589 503. 1487 424 590; 1488 336 590; 1489 337 591; 1490 454 591; 1491 586 334 504. 1492 586 364; 1493 587 335; 1494 587 394; 1495 588 271; 1496 588 272 505. 1497 589 336; 1498 589 424; 1499 590 337; 1500 590 454; 1501 591 308 506. 1502 591 307; 1503 237 592; 1504 236 592; 1505 365 593; 1506 364 593 507. 1507 395 594; 1508 394 594; 1509 273 595; 1510 272 595; 1511 425 596 508. 1512 424 596; 1513 454 597; 1514 455 597; 1515 592 364; 1516 592 365 509. 1517 593 394; 1518 593 395; 1519 594 272; 1520 594 273; 1521 595 424 510. 1522 595 425; 1523 596 454; 1524 596 455; 1525 597 309; 1526 597 308 511. 1527 238 598; 1528 237 598; 1529 366 599; 1530 365 599; 1531 396 600 512. 1532 395 600; 1533 274 601; 1534 273 601; 1535 426 602; 1536 425 602

513. 1537 455 603; 1538 456 603; 1539 598 365; 1540 598 366; 1541 599 395 514. 1542 599 396; 1543 600 273; 1544 600 274; 1545 601 425; 1546 601 426 515. 1547 602 455; 1548 602 456; 1549 603 310; 1550 603 309; 1551 239 604 516. 1552 238 604; 1553 367 605; 1554 366 605; 1555 397 606; 1556 396 606 517. 1557 275 607; 1558 274 607; 1559 427 608; 1560 426 608; 1561 456 609 518. 1562 457 609; 1563 604 366; 1564 604 367; 1565 605 396; 1566 605 397 519. 1567 606 274; 1568 606 275; 1569 607 426; 1570 607 427; 1571 608 456 520. 1572 608 457; 1573 609 311; 1574 609 310; 1575 240 610; 1576 239 610 521. 1577 368 611; 1578 367 611; 1579 398 612; 1580 397 612; 1581 276 613 522. 1582 275 613; 1583 428 614; 1584 427 614; 1585 457 615; 1586 458 615 523. 1587 610 367; 1588 610 368; 1589 611 397; 1590 611 398; 1591 612 275 524. 1592 612 276; 1593 613 427; 1594 613 428; 1595 614 457; 1596 614 458 525. 1597 615 312; 1598 615 311; 1599 241 616; 1600 240 616; 1601 369 617 526. 1602 368 617; 1603 399 618; 1604 398 618; 1605 277 619; 1606 276 619 527. 1607 429 620; 1608 428 620; 1609 458 621; 1610 459 621; 1611 616 368 528. 1612 616 369; 1613 617 398; 1614 617 399; 1615 618 276; 1616 618 277 529. 1617 619 428; 1618 619 429; 1619 620 458; 1620 620 459; 1621 621 313 530. 1622 621 312; 1623 242 622; 1624 241 622; 1625 338 623; 1626 369 623 531. 1627 339 624; 1628 399 624; 1629 278 625; 1630 277 625; 1631 340 626 532. 1632 429 626; 1633 459 627; 1634 341 627; 1635 622 369; 1636 622 338 533. 1637 623 399; 1638 623 339; 1639 624 277; 1640 624 278; 1641 625 429 534. 1642 625 340; 1643 626 459; 1644 626 341; 1645 627 314; 1646 627 313 535. 1647 243 628; 1648 242 628; 1649 370 629; 1650 338 629; 1651 400 630 536. 1652 339 630; 1653 279 631; 1654 278 631; 1655 430 632; 1656 340 632 537. 1657 341 633; 1658 460 633; 1659 628 338; 1660 628 370; 1661 629 339 538. 1662 629 400; 1663 630 278; 1664 630 279; 1665 631 340; 1666 631 430 539. 1667 632 341; 1668 632 460; 1669 633 315; 1670 633 314; 1671 244 634 540. 1672 243 634; 1673 371 635; 1674 370 635; 1675 401 636; 1676 400 636 541. 1677 280 637; 1678 279 637; 1679 431 638; 1680 430 638; 1681 460 639 542. 1682 461 639; 1683 634 370; 1684 634 371; 1685 635 400; 1686 635 401 543. 1687 636 279; 1688 636 280; 1689 637 430; 1690 637 431; 1691 638 460 544. 1692 638 461; 1693 639 316; 1694 639 315; 1695 245 640; 1696 244 640 545. 1697 372 641; 1698 371 641; 1699 402 642; 1700 401 642; 1701 281 643 546. 1702 280 643; 1703 432 644; 1704 431 644; 1705 461 645; 1706 462 645 547. 1707 640 371; 1708 640 372; 1709 641 401; 1710 641 402; 1711 642 280 548. 1712 642 281; 1713 643 431; 1714 643 432; 1715 644 461; 1716 644 462 549. 1717 645 317; 1718 645 316; 1719 246 646; 1720 245 646; 1721 373 647 550. 1722 372 647; 1723 403 648; 1724 402 648; 1725 282 649; 1726 281 649 551. 1727 433 650; 1728 432 650; 1729 462 651; 1730 463 651; 1731 646 372 552. 1732 646 373; 1733 647 402; 1734 647 403; 1735 648 281; 1736 648 282 553. 1737 649 432; 1738 649 433; 1739 650 462; 1740 650 463; 1741 651 318 554. 1742 651 317; 1743 247 652; 1744 246 652; 1745 374 653; 1746 373 653 555. 1747 404 654; 1748 403 654; 1749 283 655; 1750 282 655; 1751 434 656 556. 1752 433 656; 1753 463 657; 1754 464 657; 1755 652 373; 1756 652 374 557. 1757 653 403; 1758 653 404; 1759 654 282; 1760 654 283; 1761 655 433 558. 1762 655 434; 1763 656 463; 1764 656 464; 1765 657 319; 1766 657 318 559. 1767 248 658; 1768 247 658; 1769 375 659; 1770 374 659; 1771 405 660 560. 1772 404 660; 1773 284 661; 1774 283 661; 1775 435 662; 1776 434 662 561. 1777 464 663; 1778 465 663; 1779 658 374; 1780 658 375; 1781 659 404 562. 1782 659 405; 1783 660 283; 1784 660 284; 1785 661 434; 1786 661 435 563. 1787 662 464; 1788 662 465; 1789 663 320; 1790 663 319; 1791 671 342 564. 1792 672 343; 1793 673 285; 1794 674 344; 1795 675 345; 1796 676 321 565. 1797 221 677; 1798 228 678; 1799 235 679; 1800 242 680; 1801 257 681 566. 1802 264 682; 1803 271 683; 1804 278 684; 1805 293 685; 1806 300 686 567. 1807 307 687; 1808 314 688; 1809 677 681; 1810 681 685; 1811 678 682 568. 1812 682 686; 1813 679 683; 1814 683 687; 1815 677 689; 1816 678 690 569. 1817 679 691; 1818 685 692; 1819 686 693; 1820 687 694; 1821 688 695 570. 1822 680 696; 1823 680 684; 1824 684 688; 1825 677 697; 1826 678 698

571. 1827 679 699; 1828 680 700; 1829 681 701; 1830 682 702; 1831 683 703 572. 1832 684 704; 1833 685 705; 1834 686 706; 1835 687 707; 1836 688 708 573. 1837 214 709; 1838 249 710; 1839 250 711; 1840 285 712; 1841 286 713 574. 1842 321 714; 1843 710 712; 1844 712 714; 1845 709 711; 1846 711 713 575. 1847 709 715; 1848 710 716; 1849 711 717; 1850 712 718; 1851 713 719 576. 1852 714 720; 1853 721 5; 1854 722 7; 1855 723 9; 1856 724 11; 1857 725 13 577. 1858 726 15; 1859 727 17; 1860 728 19; 1861 729 21; 1862 730 23; 1863 731 25 578. 1864 732 27; 1865 733 29; 1866 734 31; 1867 735 33; 1868 736 35; 1869 737 37 579. 1870 738 39; 1871 739 41; 1872 740 43; 1873 741 45; 1874 742 47; 1875 743 49 580. 1876 744 51; 1877 745 53; 1878 746 55; 1879 747 57; 1880 748 59; 1881 749 61 581. 1882 750 63; 1883 751 65; 1884 752 67; 1885 753 69; 1886 754 76; 1887 755 78 582. 1888 756 80; 1889 757 82; 1890 758 84; 1891 759 86; 1892 760 88; 1893 761 90 583. 1894 762 92; 1895 763 94; 1896 764 96; 1897 765 98; 1898 766 100; 1899 767 102 584. 1900 768 104; 1901 769 106; 1902 770 108; 1903 771 110; 1904 772 112 585. 1905 773 114; 1906 774 116; 1907 775 118; 1908 776 120; 1909 777 122 586. 1910 778 124; 1911 779 126; 1912 780 128; 1913 781 130; 1914 782 132 587. 1915 783 134; 1916 784 136; 1917 785 138; 1918 786 140; 1919 787 147 588. 1920 788 149; 1921 789 151; 1922 790 153; 1923 791 155; 1924 792 157 589. 1925 793 159; 1926 794 161; 1927 795 163; 1928 796 165; 1929 797 167 590. 1930 798 169; 1931 799 171; 1932 800 173; 1933 801 175; 1934 802 177 591. 1935 803 179; 1936 804 181; 1937 805 183; 1938 806 185; 1939 807 187 592. 1940 808 189; 1941 809 191; 1942 810 193; 1943 811 195; 1944 812 197 593. 1945 813 199; 1946 814 201; 1947 815 203; 1948 816 205; 1949 817 207 594. 1950 818 209; 1951 819 211; 1952 820 216; 1953 821 217; 1954 822 218 595. 1955 823 219; 1956 824 220; 1957 825 221; 1958 826 222; 1959 827 223 596. 1960 828 224; 1961 829 225; 1962 830 226; 1963 831 227; 1964 832 228 597. 1965 833 229; 1966 834 230; 1967 835 231; 1968 836 232; 1969 837 233 598. 1970 838 234; 1971 839 235; 1972 840 236; 1973 841 237; 1974 842 238 599. 1975 843 239; 1976 844 240; 1977 845 241; 1978 846 242; 1979 847 243 600. 1980 848 244; 1981 849 245; 1982 850 246; 1983 851 247; 1984 852 248 601. 1985 853 252; 1986 854 253; 1987 855 254; 1988 856 255; 1989 857 256 602. 1990 858 257; 1991 859 258; 1992 860 259; 1993 861 260; 1994 862 261 603. 1995 863 262; 1996 864 263; 1997 865 264; 1998 866 265; 1999 867 266 604. 2000 868 267; 2001 869 268; 2002 870 269; 2003 871 270; 2004 872 271 605. 2005 873 272; 2006 874 273; 2007 875 274; 2008 876 275; 2009 877 276 606. 2010 878 277; 2011 879 278; 2012 880 279; 2013 881 280; 2014 882 281 607. 2015 883 282; 2016 884 283; 2017 885 284; 2018 886 288; 2019 887 289 608. 2020 888 290; 2021 889 291; 2022 890 292; 2023 891 293; 2024 892 294 609. 2025 893 295; 2026 894 296; 2027 895 297; 2028 896 298; 2029 897 299 610. 2030 898 300; 2031 899 301; 2032 900 302; 2033 901 303; 2034 902 304 611. 2035 903 305; 2036 904 306; 2037 905 307; 2038 906 308; 2039 907 309 612. 2040 908 310; 2041 909 311; 2042 910 312; 2043 911 313; 2044 912 314 613. 2045 913 315; 2046 914 316; 2047 915 317; 2048 916 318; 2049 917 319 614. 2050 918 320; 2051 214 3; 2052 3 820; 2053 820 5; 2054 5 821; 2055 821 7 615. 2056 7 822; 2057 822 9; 2058 9 823; 2059 823 11; 2060 11 824; 2061 824 13 616. 2062 13 825; 2063 825 15; 2064 15 826; 2065 826 17; 2066 17 827; 2067 827 19 617. 2068 19 828; 2069 828 21; 2070 21 829; 2071 829 23; 2072 23 830; 2073 830 25 618. 2074 25 831; 2075 831 27; 2076 27 832; 2077 832 29; 2078 29 833; 2079 833 31 619. 2080 31 834; 2081 834 33; 2082 33 835; 2083 835 35; 2084 35 836; 2085 836 37 620. 2086 37 837; 2087 837 39; 2088 39 838; 2089 838 41; 2090 41 839; 2091 839 43 621. 2092 43 840; 2093 840 45; 2094 45 841; 2095 841 47; 2096 47 842; 2097 842 49 622. 2098 49 843; 2099 843 51; 2100 51 844; 2101 844 53; 2102 53 845; 2103 845 55 623. 2104 55 846; 2105 846 57; 2106 57 847; 2107 847 59; 2108 59 848; 2109 848 61 624. 2110 61 849; 2111 849 63; 2112 63 850; 2113 850 65; 2114 65 851; 2115 851 67 625. 2116 67 852; 2117 852 69; 2118 69 249; 2119 250 74; 2120 74 853; 2121 853 76 626. 2122 76 854; 2123 854 78; 2124 78 855; 2125 855 80; 2126 80 856; 2127 856 82 627. 2128 82 857; 2129 857 84; 2130 84 858; 2131 858 86; 2132 86 859; 2133 859 88 628. 2134 88 860; 2135 860 90; 2136 90 861; 2137 861 92; 2138 92 862; 2139 862 94

629. 2140 94 863; 2141 863 96; 2142 96 864; 2143 864 98; 2144 98 865; 2145 865 100 630. 2146 100 866; 2147 866 102; 2148 102 867; 2149 867 104; 2150 104 868 631. 2151 868 106; 2152 106 869; 2153 869 108; 2154 108 870; 2155 870 110 632. 2156 110 871; 2157 871 112; 2158 112 872; 2159 872 114; 2160 114 873 633. 2161 873 116; 2162 116 874; 2163 874 118; 2164 118 875; 2165 875 120 634. 2166 120 876; 2167 876 122; 2168 122 877; 2169 877 124; 2170 124 878 635. 2171 878 126; 2172 126 879; 2173 879 128; 2174 128 880; 2175 880 130 636. 2176 130 881; 2177 881 132; 2178 132 882; 2179 882 134; 2180 134 883 637. 2181 883 136; 2182 136 884; 2183 884 138; 2184 138 885; 2185 885 140 638. 2186 140 285; 2187 286 145; 2188 145 886; 2189 886 147; 2190 147 887 639. 2191 887 149; 2192 149 888; 2193 888 151; 2194 151 889; 2195 889 153 640. 2196 153 890; 2197 890 155; 2198 155 891; 2199 891 157; 2200 157 892 641. 2201 892 159; 2202 159 893; 2203 893 161; 2204 161 894; 2205 894 163 642. 2206 163 895; 2207 895 165; 2208 165 896; 2209 896 167; 2210 167 897 643. 2211 897 169; 2212 169 898; 2213 898 171; 2214 171 899; 2215 899 173 644. 2216 173 900; 2217 900 175; 2218 175 901; 2219 901 177; 2220 177 902 645. 2221 902 179; 2222 179 903; 2223 903 181; 2224 181 904; 2225 904 183 646. 2226 183 905; 2227 905 185; 2228 185 906; 2229 906 187; 2230 187 907 647. 2231 907 189; 2232 189 908; 2233 908 191; 2234 191 909; 2235 909 193 648. 2236 193 910; 2237 910 195; 2238 195 911; 2239 911 197; 2240 197 912 649. 2241 912 199; 2242 199 913; 2243 913 201; 2244 201 914; 2245 914 203 650. 2246 203 915; 2247 915 205; 2248 205 916; 2249 916 207; 2250 207 917 651. 2251 917 209; 2252 209 918; 2253 918 211; 2254 211 321; 2255 721 820 652. 2256 722 821; 2257 723 822; 2258 724 823; 2259 725 824; 2260 726 825 653. 2261 727 826; 2262 728 827; 2263 729 828; 2264 730 829; 2265 731 830 654. 2266 732 831; 2267 733 832; 2268 734 833; 2269 735 834; 2270 736 835 655. 2271 737 836; 2272 738 837; 2273 739 838; 2274 740 839; 2275 741 840 656. 2276 742 841; 2277 743 842; 2278 744 843; 2279 745 844; 2280 746 845 657. 2281 747 846; 2282 748 847; 2283 749 848; 2284 750 849; 2285 751 850 658. 2286 752 851; 2287 753 852; 2288 754 853; 2289 755 854; 2290 756 855 659. 2291 757 856; 2292 758 857; 2293 759 858; 2294 760 859; 2295 761 860 660. 2296 762 861; 2297 763 862; 2298 764 863; 2299 765 864; 2300 766 865 661. 2301 767 866; 2302 768 867; 2303 769 868; 2304 770 869; 2305 771 870 662. 2306 772 871; 2307 773 872; 2308 774 873; 2309 775 874; 2310 776 875 663. 2311 777 876; 2312 778 877; 2313 779 878; 2314 780 879; 2315 781 880 664. 2316 782 881; 2317 783 882; 2318 784 883; 2319 785 884; 2320 786 885 665. 2321 787 886; 2322 788 887; 2323 789 888; 2324 790 889; 2325 791 890 666. 2326 792 891; 2327 793 892; 2328 794 893; 2329 795 894; 2330 796 895 667. 2331 797 896; 2332 798 897; 2333 799 898; 2334 800 899; 2335 801 900 668. 2336 802 901; 2337 803 902; 2338 804 903; 2339 805 904; 2340 806 905 669. 2341 807 906; 2342 808 907; 2343 809 908; 2344 810 909; 2345 811 910 670. 2346 812 911; 2347 813 912; 2348 814 913; 2349 815 914; 2350 816 915 671. 2351 817 916; 2352 818 917; 2353 819 918; 2354 214 919; 2355 215 919 672. 2356 322 920; 2357 346 920; 2358 323 921; 2359 376 921; 2360 250 922 673. 2361 251 922; 2362 324 923; 2363 406 923; 2364 325 924; 2365 436 924 674. 2366 248 925; 2367 249 925; 2368 375 926; 2369 342 926; 2370 405 927 675. 2371 343 927; 2372 284 928; 2373 285 928; 2374 435 929; 2375 344 929 676. 2376 465 930; 2377 345 930; 2378 919 346; 2379 919 322; 2380 920 376 677. 2381 920 323; 2382 921 251; 2383 921 250; 2384 922 406; 2385 922 324 678. 2386 923 436; 2387 923 325; 2388 924 287; 2389 924 286; 2390 925 342 679. 2391 925 375; 2392 926 343; 2393 926 405; 2394 927 285; 2395 927 284 680. 2396 928 344; 2397 928 435; 2398 929 345; 2399 929 465; 2400 930 321 681. 2401 930 320; 2402 14 931; 2403 16 933; 2404 28 935; 2405 30 937; 2406 42 939 682. 2407 44 941; 2408 56 943; 2409 58 945; 2410 50 947; 2411 48 949; 2412 52 951 683. 2413 64 953; 2414 62 955; 2415 66 957; 2416 34 959; 2417 36 961; 2418 38 963 684. 2419 20 965; 2420 22 967; 2421 24 969; 2422 10 971; 2423 8 973; 2424 6 975 685. 2425 931 932; 2426 932 156; 2427 933 934; 2428 934 158; 2429 935 936 686. 2430 936 170; 2431 937 938; 2432 938 172; 2433 939 940; 2434 940 184

687. 2435 941 942; 2436 942 186; 2437 943 944; 2438 944 198; 2439 945 946 688. 2440 946 200; 2441 947 948; 2442 948 192; 2443 949 950; 2444 950 190 689. 2445 951 952; 2446 952 194; 2447 953 954; 2448 954 206; 2449 955 956 690. 2450 956 204; 2451 957 958; 2452 958 208; 2453 959 960; 2454 960 176 691. 2455 961 962; 2456 962 178; 2457 963 964; 2458 964 180; 2459 965 966 692. 2460 966 162; 2461 967 968; 2462 968 164; 2463 969 970; 2464 970 166 693. 2465 971 972; 2466 972 152; 2467 973 974; 2468 974 150; 2469 975 976 694. 2470 976 148; 2471 6 977; 2472 8 978; 2473 10 979; 2474 14 980; 2475 16 981 695. 2476 20 982; 2477 22 983; 2478 24 984; 2479 28 985; 2480 30 986; 2481 34 987 696. 2482 36 988; 2483 38 989; 2484 42 990; 2485 44 991; 2486 48 992; 2487 50 993 697. 2488 52 994; 2489 56 995; 2490 58 996; 2491 62 997; 2492 64 998; 2493 66 999 698. 2494 977 148; 2495 978 150; 2496 979 152; 2497 980 156; 2498 981 158 699. 2499 982 162; 2500 983 164; 2501 984 166; 2502 985 170; 2503 986 172 700. 2504 987 176; 2505 988 178; 2506 989 180; 2507 990 184; 2508 991 186 701. 2509 992 190; 2510 993 192; 2511 994 194; 2512 995 198; 2513 996 200 702. 2514 997 204; 2515 998 206; 2516 999 208; 2517 975 977; 2518 976 977 703. 2519 973 978; 2520 978 974; 2521 931 980; 2522 980 932; 2523 933 981 704. 2524 981 934; 2525 965 982; 2526 982 966; 2527 967 983; 2528 983 968 705. 2529 969 984; 2530 984 970; 2531 935 985; 2532 985 936; 2533 937 986 706. 2534 986 938; 2535 959 987; 2536 987 960; 2537 961 988; 2538 988 962 707. 2539 963 989; 2540 989 964; 2541 939 990; 2542 990 940; 2543 941 991 708. 2544 991 942; 2545 949 992; 2546 992 950; 2547 947 993; 2548 993 948 709. 2549 951 994; 2550 994 952; 2551 943 995; 2552 995 944; 2553 945 996 710. 2554 996 946; 2555 955 997; 2556 997 956; 2557 953 998; 2558 998 954 711. 2559 957 999; 2560 999 958; 2561 971 979; 2562 979 972; 2563 975 973 712. 2564 973 971; 2565 976 974; 2566 974 972; 2567 931 933; 2568 932 934 713. 2569 965 967; 2570 967 969; 2571 966 968; 2572 968 970; 2573 935 937 714. 2574 936 938; 2575 959 961; 2576 960 962; 2577 961 963; 2578 962 964 715. 2579 939 941; 2580 940 942; 2581 949 947; 2582 947 951; 2583 950 948 716. 2584 948 952; 2585 943 945; 2586 944 946; 2587 955 953; 2588 956 954 717. 2589 953 957; 2590 954 958 718. START GROUP DEFINITION 719. JOINT 720. _PIER 221 228 235 242 257 264 271 278 293 300 307 314 326 TO 341 721. END GROUP DEFINITION 722. MEMBER RELEASE 723. 999 TO 1010 1023 TO 1034 1047 TO 1058 1071 TO 1082 1095 TO 1106 1119 TO 1130 724. 1143 TO 1154 1167 TO 1178 1191 TO 1202 1215 TO 1226 1239 TO 1250 725. 1263 TO 1274 1287 TO 1298 1311 TO 1322 1335 TO 1346 1359 TO 1370 726. 1383 TO 1394 1407 TO 1418 1431 TO 1442 1455 TO 1466 1479 TO 1490 727. 1503 TO 1514 1527 TO 1538 1551 TO 1562 1575 TO 1586 1599 TO 1610 728. 1623 TO 1634 1647 TO 1658 1671 TO 1682 1695 TO 1706 1719 TO 1730 729. 1743 TO 1754 1767 TO 1778 2354 TO 2377 START MY MZ 730. 1011 TO 1016 1019 TO 1022 1035 TO 1040 1043 TO 1046 1059 TO 1064 1067 TO 1070 731. 1083 TO 1088 1091 TO 1094 1107 TO 1112 1115 TO 1118 1131 TO 1136 732. 1139 TO 1142 1155 TO 1160 1163 TO 1166 1179 TO 1184 1187 TO 1190 733. 1203 TO 1208 1211 TO 1214 1227 TO 1232 1235 TO 1238 1251 TO 1256 734. 1259 TO 1262 1275 TO 1280 1283 TO 1286 1299 TO 1304 1307 TO 1310 735. 1323 TO 1328 1331 TO 1334 1347 TO 1352 1355 TO 1358 1371 TO 1376 736. 1379 TO 1382 1395 TO 1400 1403 TO 1406 1419 TO 1424 1427 TO 1430 737. 1443 TO 1448 1451 TO 1454 1467 TO 1472 1475 TO 1478 1491 TO 1496 738. 1499 TO 1502 1515 TO 1520 1523 TO 1526 1539 TO 1544 1547 TO 1550 739. 1563 TO 1568 1571 TO 1574 1587 TO 1592 1595 TO 1598 1611 TO 1616 740. 1619 TO 1622 1635 TO 1640 1643 TO 1646 1659 TO 1664 1667 TO 1670 741. 1683 TO 1688 1691 TO 1694 1707 TO 1712 1715 TO 1718 1731 TO 1736 742. 1739 TO 1742 1755 TO 1760 1763 TO 1766 1779 TO 1784 1787 TO 1790 743. 2378 TO 2401 END MY MZ 744. 572 607 642 1957 1964 1971 1978 1990 1997 2004 2011 2023 2030 2037 -

745. 2044 END MY MZ 746. 538 545 552 559 566 573 580 587 594 601 608 615 622 629 636 START MY MZ 747. 430 437 444 451 458 465 466 473 480 487 494 501 502 509 516 523 530 748. 537 START MY MZ 749. 430 437 444 451 458 465 466 473 480 487 494 501 502 509 516 523 530 750. 537 END MY MZ 751. 1858 1865 1872 1879 1891 1898 1905 1912 1924 1931 1938 1945 END MY MZ 752. 17 31 45 59 156 170 184 198 295 309 323 337 START MY MZ 753. DEFINE MATERIAL START 754. ISOTROPIC CONCRETE 755. E 2.17185E+007 756. POISSON 0.17 757. DENSITY 23.5616 758. ALPHA 1E-005 759. DAMP 0.05 760. ISOTROPIC STEEL 761. E 2.05E+008 762. POISSON 0.3 763. DENSITY 76.8195 764. ALPHA 1.2E-005 765. DAMP 0.03 766. END DEFINE MATERIAL 767. MEMBER PROPERTY AMERICAN 768. 1825 TO 1836 PRIS YD 1 769. 1809 TO 1824 1843 TO 1846 PRIS YD 2.5 ZD 1.5 770. 1797 TO 1808 1837 TO 1842 PRIS YD 0.75 ZD 0.75 771. MEMBER PROPERTY AMERICAN 772. 1847 TO 1852 PRIS YD 0.85 773. MEMBER PROPERTY AMERICAN 774. 999 TO 1790 2354 TO 2401 TABLE ST W12X35 775. 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 776. 56 58 60 62 64 66 68 136 282 284 286 288 290 292 294 296 298 300 302 304 777. 306 308 310 312 314 316 318 320 322 324 326 328 330 332 334 336 338 340 342 778. 344 346 414 TABLE ST W12X96 779. 430 TO 537 2255 TO 2353 TABLE ST W12X87 780. 2 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53 781. 55 57 59 61 63 65 67 69 138 280 283 285 287 289 291 293 295 297 299 301 303 782. 305 307 309 311 313 315 317 319 321 323 325 327 329 331 333 335 337 339 341 783. 343 345 347 416 1853 TO 1885 1919 TO 1951 TABLE ST W10X54 784. 539 TO 544 546 TO 551 553 TO 558 560 TO 565 567 TO 571 609 TO 614 616 TO 621 785. 623 TO 628 630 TO 635 637 TO 641 1952 TO 1956 1958 TO 1963 1965 TO 1970 1972 786. 1973 TO 1977 1979 TO 1984 2018 TO 2022 2024 TO 2029 2031 TO 2036 2038 TO 2043 787. 2045 TO 2050 TABLE ST W12X65 788. 141 144 146 148 150 152 154 156 158 160 162 164 166 168 170 172 174 176 178 789. 180 182 184 186 188 190 192 194 196 198 200 202 204 206 208 277 538 545 552 790. 559 566 572 TO 608 615 622 629 636 642 859 TO 998 1886 TO 1918 1957 1964 791. 1971 1978 1985 TO 2017 2023 2030 2037 2044 TABLE ST W12X65 792. 418 TO 429 643 TO 858 1791 TO 1795 793. 1796 TABLE TB W14X90 WP 0.36881 TH 0.02 BW 0.36881 BT 0.02 794. 76 83 90 97 108 115 122 129 354 361 368 375 386 393 400 795. 407 TABLE TB W12X65 WP 0.3048 TH 0.025 BW 0.3048 BT 0.025 796. 1 3 70 TO 75 77 TO 82 84 TO 89 91 TO 96 98 TO 107 109 TO 114 116 TO 121 123 797. 124 TO 128 130 TO 135 137 139 279 281 348 TO 353 355 TO 360 362 TO 367 369 798. 370 TO 374 376 TO 385 387 TO 392 394 TO 399 401 TO 406 408 TO 413 415 799. 417 TABLE TB W12X53 WP 0.25387 TH 0.016 BW 0.25387 BT 0.016 800. 2051 TO 2254 TABLE ST W10X54 801. 2402 TO 2590 TABLE ST W10X30 802. CONSTANTS

803. BETA 90 MEMB 1 3 70 TO 135 137 139 279 281 348 TO 413 415 417 430 TO 537 2051 804. 2052 TO 2254 805. MATERIAL CONCRETE MEMB 1797 TO 1852 806. MATERIAL STEEL MEMB 1 TO 139 141 144 146 148 150 152 154 156 158 160 162 164 807. 166 168 170 172 174 176 178 180 182 184 186 188 190 192 194 196 198 200 202 808. 204 206 208 277 279 TO 1796 1853 TO 2590 809. SUPPORTS 810. 697 TO 708 FIXED 811. 715 TO 720 PINNED 812. MEMBER OFFSET 813. 1809 TO 1824 1843 TO 1846 START 0 -1.25 0 814. 1809 TO 1824 1843 TO 1846 END 0 -1.25 0 815. MEMBER TRUSS 816. 2051 TO 2254 817. DEFINE MOVING LOAD 818. TYPE 1 HS20 1 2.2 819. DEFINE UBC LOAD 820. ZONE 0.4 I 1 RWX 8 RWZ 8 STYP 4 NA 1 NV 1 821. SELFWEIGHT 1 822. DEFINE WIND LOAD 823. TYPE 1 WIND 1 824. END GENERATED DATA BLOCK 830. INT 2.47349 2.47349 2.47723 2.48094 2.48464 2.48832 2.49198 2.49561 2.49923 WARNING- One or more lines are too long and will be split into 2 lines. This may not work for all commands. Please check. 831. 2.50283 2.5064 2.50996 2.5135 2.51703 2.52053 HEIG 0 4.572 4.60492 832. 4.63785 833. 4.67077 4.70369 4.73662 4.76954 4.80246 4.83538 4.86831 4.90123 834. 4.93415 4.96708 5 835. ********************** 836. ********************** 837. LOAD 1 SEISMIC LOAD +X 838. UBC LOAD X 1 839. PERFORM ANALYSIS PROBLEM STATISTICS ----------------------------------NUMBER OF JOINTS 957 NUMBER OF MEMBERS 2486 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 18

SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 5652 *********************************************************** * X DIRECTION : Ta = 0.982 Tb = 3.310 Tuser = 0.000 * * T = 0.982, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.0814 x 17535.45 = 1427.97 KN * *********************************************************** 840. CHANGE 841. **********************

842. ********************** 843. LOAD 2 SEISMIC LOAD -X 844. UBC LOAD X -1. 845. PERFORM ANALYSIS *********************************************************** * X DIRECTION : Ta = 0.982 Tb = 3.310 Tuser = 0.000 * * T = 0.982, LOAD FACTOR = -1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.0814 x 17535.45 = 1427.97 KN * *********************************************************** 846. CHANGE 847. ********************** 848. ********************** 849. LOAD 3 SEISMIC LOAD +Z 850. UBC LOAD Z 1 851. PERFORM ANALYSIS *********************************************************** * Z DIRECTION : Ta = 0.982 Tb = 1.652 Tuser = 0.000 * * T = 0.982, LOAD FACTOR = 1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.0814 x 17535.45 = 1427.97 KN * *********************************************************** 852. CHANGE 853. ********************** 854. ********************** 855. LOAD 4 SEISMIC LOAD -Z 856. UBC LOAD Z -1. 857. PERFORM ANALYSIS *********************************************************** * * * Z DIRECTION : Ta = 0.982 Tb = 1.652 Tuser = 0.000 * * T = 0.982, LOAD FACTOR = -1.000 * * UBC TYPE = 97 * * UBC FACTOR V = 0.0814 x 17535.45 = 1427.97 KN * * * *********************************************************** 858. CHANGE 859. ********************** 860. ********************** 861. LOAD 5 WIND LOAD +X 862. WIND LOAD X 1 TYPE 1 XR 0 170 YR -1.25 5 ZR 0 9.54 OPEN 863. ********************** 864. ********************** 865. LOAD 6 WIND LOAD -X 866. WIND LOAD X -1 TYPE 1 XR 0 170 YR -1.25 5 ZR 0 9.54 OPEN 867. ********************** 868. ********************** 869. LOAD 7 WIND LOAD +Z 870. WIND LOAD Z 1 TYPE 1 XR 0 170 YR -1.25 5 ZR 0 9.54 OPEN 871. ********************** 872. ********************** 873. LOAD 8 WIND LOAD -Z 874. WIND LOAD Z -1 TYPE 1 XR 0 170 YR -1.25 5 ZR 0 9.54 OPEN 875. ********************** 876. ********************** 877. LOAD 9 DEAD LOAD 878. SELFWEIGHT Y -1 879. ONEWAY LOAD

880. YRANGE 0 0 ONE -11.8 XRANGE 0 170 ZRANGE 0 9.54 GY **NOTE** about Floor/OneWay Loads/Weights. Please note that depending on the shape of the floor you may have to break up the FLOOR/ONEWAY LOAD into multiple commands. For details please refer to Technical Reference Manual Section 5.32.4 Note 6. 881. FLOOR LOAD 882. YRANGE 0 0 FLOAD -0.86 XRANGE 0 170 ZRANGE 0 9.54 GY 883. YRANGE 5.75 5.75 FLOAD -0.154998 XRANGE 10 160 ZRANGE 3.18 6.36 GY 884. ********************** 885. ********************** 886. LOAD 10 LOADTYPE TRAFFIC TITLE LIVE LOAD + IMPACT 887. LOAD 11 LOADTYPE NONE TITLE LIVELOAD OVERLOAD 888. LOAD 12 LOADTYPE NONE TITLE LATERAL EARTH PRESURE 889. LOAD 13 LOADTYPE NONE TITLE BUOYANCY 890. LOAD GENERATION 10 ADD LOAD 10 891. TYPE 1 0 0 7.155 XINC 3.25 892. LOAD GENERATION 10 ADD LOAD 10 893. TYPE 1 32.5 0 7.155 XINC 3.5 894. LOAD COMB 101 D+(L+I)N 895. 9 1.0 10 1.0 896. LOAD COMB 102 D + (L+I)N + B 897. 9 1.0 10 1.0 13 1.0 898. LOAD COMB 103 D + 2 (L+I)P 899. 9 1.0 11 2.0 900. LOAD COMB 104 D+(L+I)P+B 901. 9 1.0 11 1.0 13 1.0 902. LOAD COMB 105 D+E+B+W+X 903. 5 1.0 9 1.0 13 1.0 12 1.0 904. LOAD COMB 106 D+E+B+W-X 905. 6 1.0 9 1.0 13 1.0 12 1.0 906. LOAD COMB 107 D+E+B+W+Z 907. 7 1.0 9 1.0 13 1.0 12 1.0 908. LOAD COMB 108 D+E+B+W-Z 909. 8 1.0 9 1.0 13 1.0 12 1.0 910. LOAD COMB 109 D+(L+I)N+BETA*E+B+0.3W+X+WL 911. 5 0.3 9 1.0 13 1.0 12 1.0 10 1.0 912. LOAD COMB 110 D+(L+I)N+BETA*E+B+0.3W-X+WL 913. 6 0.3 9 1.0 13 1.0 12 1.0 10 1.0 914. LOAD COMB 111 D+(L+I)N+BETA*E+B+0.3W+Z+WL 915. 7 0.3 9 1.0 13 1.0 12 1.0 10 1.0 916. LOAD COMB 112 D+(L+I)N+BETA*E+B+0.3W-Z+WL 917. 8 0.3 9 1.0 13 1.0 12 1.0 10 1.0 918. LOAD COMB 113 D+(L+I)N+BETA*E+B 919. 9 1.0 13 1.0 12 1.0 10 1.0 920. LOAD COMB 114 D+E+B+W+X 921. 5 1.0 9 1.0 13 1.0 12 1.0 922. LOAD COMB 115 D+E+B+W-X 923. 6 1.0 9 1.0 13 1.0 12 1.0 924. LOAD COMB 116 D+E+B+W+Z 925. 7 1.0 9 1.0 13 1.0 12 1.0 926. LOAD COMB 117 D+E+B+W-Z 927. 8 1.0 9 1.0 13 1.0 12 1.0 928. LOAD COMB 118 D+E+B+EQ+X 929. 1 1.0 9 1.0 13 1.0 12 1.0 930. LOAD COMB 119 D+E+B+EQ-X 931. 2 1.0 9 1.0 13 1.0 12 1.0 932. LOAD COMB 120 D+E+B+EQ+Z

933. 3 1.0 9 1.0 13 1.0 12 1.0 934. LOAD COMB 121 D+E+B+EQ-Z 935. 4 1.0 9 1.0 13 1.0 12 1.0 936. LOAD COMB 122 D+(L+I)N+E+B 937. 9 1.0 10 1.0 13 1.0 12 1.0 938. LOAD COMB 123 D+(L+I)N+BETA*E 939. 9 1.0 10 1.0 12 1.0 940. ***************************** 941. ***************************** 942. LOAD COMB 201 1.3[BETA*D+1.67(L+I)N+BETA*E+B 943. 9 1.3 10 2.171 12 1.3 13 1.3 944. LOAD COMB 202 1.3[BETA*D+2.2(L+I)N+BETA*E 945. 9 1.3 10 2.86 12 1.3 946. LOAD COMB 203 1.3[BETA*D+(L+I)P+BETA*E+B] 947. 9 1.3 11 1.3 12 1.3 13 1.3 948. LOAD COMB 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 949. 9 1.3 11 1.3 12 1.3 13 1.3 5 1.3 950. LOAD COMB 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 951. 9 1.3 11 1.3 12 1.3 13 1.3 6 1.3 952. LOAD COMB 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 953. 9 1.3 11 1.3 12 1.3 13 1.3 7 1.3 954. LOAD COMB 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 955. 9 1.3 11 1.3 12 1.3 13 1.3 8 1.3 956. LOAD COMB 208 1.3[BETA*D+(L+I)N+(L+I)P+BETA*E+B] 957. 9 1.3 11 1.3 10 1.3 12 1.3 13 1.3 958. LOAD COMB 209 1.3[BETA*D+(L+I)P+BETA*E+B+EQ+X] 959. 9 1.3 11 1.3 12 1.3 13 1.3 1 1.3 960. LOAD COMB 210 1.3[BETA*D+(L+I)P+BETA*E+B+EQ-X] 961. 9 1.3 11 1.3 12 1.3 13 1.3 2 1.3 962. LOAD COMB 211 1.3[BETA*D+(L+I)P+BETA*E+B+EQ+Z] 963. 9 1.3 11 1.3 12 1.3 13 1.3 3 1.3 964. LOAD COMB 212 1.3[BETA*D+(L+I)P+BETA*E+B+EQ-Z] 965. 9 1.3 11 1.3 12 1.3 13 1.3 4 1.3 966. LOAD COMB 213 1.3[D+1.67(L+I)N+(L+I)P+BETA*E] 967. 9 1.3 10 2.171 11 1.3 12 1.3 968. PERFORM ANALYSIS

969. LOAD LIST 201 TO 213 970. PARAMETER 1 971. CODE LRFD 972. CHECK CODE MEMB 1 TO 139 141 144 146 148 150 152 154 156 158 160 162 164 166 973. 168 170 172 174 176 178 180 182 184 186 188 190 192 194 196 198 200 202 204 974. 206 208 277 279 TO 1796 1853 TO 2590 STEEL DESIGN STAAD.Pro CODE CHECKING - (LRFD 3RD EDITION) v1.0 *********************** ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 1 TB W12X53 (AISC SECTIONS) PASS LRFD-H1-1A-C 0.516 206 887.43 C -21.36 -75.17 0.00 2 ST W10X54 (AISC SECTIONS) PASS LRFD-H1-1B-C 0.300 207 6.44 C 22.87 23.34 0.00

3 TB W12X53 PASS 1106.43 T 4 ST W12X96 PASS 476.88 C 5 ST W10X54 PASS 21.47 C 6 ST W12X96 PASS 1315.60 C 7 ST W10X54 PASS 134.41 T 8 ST W12X96 PASS 1657.69 C 9 ST W10X54 PASS 186.80 T 10 ST W12X96 PASS 1521.28 C 11 ST W10X54 PASS 131.36 T 12 ST W12X96 PASS 909.27 C 13 ST W10X54 PASS 57.00 T 14 ST W12X96 PASS 441.83 T 15 ST W10X54 PASS 507.29 C 16 ST W12X96 PASS 1568.26 T 17 ST W10X54 PASS 470.94 C 18 ST W12X96 PASS 642.61 T 19 ST W10X54 PASS 70.06 C 20 ST W12X96 PASS 660.87 C 21 ST W10X54 PASS 220.18 T 22 ST W12X96

(AISC SECTIONS) LRFD-H1-1A-T 0.372 207 7.66 40.33 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.189 204 -21.27 -13.16 5.00 (AISC SECTIONS) SHEAR-Y 0.200 206 -1.08 38.10 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.590 207 -45.83 -0.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.216 206 8.45 27.09 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.600 207 15.38 -7.51 0.00 (AISC SECTIONS) SHEAR-Y 0.173 211 -1.17 24.13 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.539 207 -8.68 -11.32 0.00 (AISC SECTIONS) SHEAR-Y 0.189 211 1.56 28.79 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.461 207 -46.01 -1.26 5.00 (AISC SECTIONS) SHEAR-Y 0.202 206 -2.27 33.44 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.241 206 30.29 32.92 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.412 207 -4.30 33.82 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.524 207 28.26 20.82 2.92 (AISC SECTIONS) LRFD-H1-1A-C 0.363 207 0.06 -34.72 1.25 (AISC SECTIONS) LRFD-H1-1B-T 0.259 206 29.49 30.82 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.409 207 -15.19 62.55 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.379 207 -45.41 -0.82 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.232 206 6.87 29.84 0.00 (AISC SECTIONS)

23 ST

24 ST

25 ST

26 ST

27 ST

28 ST

29 ST

30 ST

31 ST

32 ST

33 ST

34 ST

35 ST

36 ST

37 ST

38 ST

39 ST

40 ST

41 ST

PASS 1150.88 C W10X54 PASS 52.23 T W12X96 PASS 1171.05 C W10X54 PASS 198.24 T W12X96 PASS 721.28 C W10X54 PASS 133.02 T W12X96 PASS 661.60 T W10X54 PASS 533.08 C W12X96 PASS 1644.16 T W10X54 PASS 487.36 C W12X96 PASS 665.74 T W10X54 PASS 94.47 C W12X96 PASS 761.61 C W10X54 PASS 256.54 T W12X96 PASS 1231.43 C W10X54 PASS 32.61 T W12X96 PASS 1231.43 C W10X54 PASS 216.51 T W12X96 PASS 761.61 C W10X54 PASS

LRFD-H1-1A-C 0.416 207 -9.05 -8.00 5.00 (AISC SECTIONS) SHEAR-Y 0.170 207 -2.79 24.70 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.422 207 -8.98 -7.84 0.00 (AISC SECTIONS) SHEAR-Y 0.184 206 0.41 28.54 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.400 207 -45.79 -1.01 5.00 (AISC SECTIONS) SHEAR-Y 0.198 206 -2.20 32.93 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.261 206 30.08 29.66 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.442 207 -4.29 38.64 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.503 205 15.01 26.05 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.373 207 0.07 -35.06 1.25 (AISC SECTIONS) LRFD-H1-1B-T 0.261 206 29.90 29.63 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.416 207 -15.15 62.88 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.413 207 -45.76 -1.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.234 206 6.93 28.33 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.442 207 -9.08 -8.06 5.00 (AISC SECTIONS) SHEAR-Y 0.171 207 -2.82 24.77 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.442 207 -9.08 -8.06 0.00 (AISC SECTIONS) SHEAR-Y 0.186 206 0.43 29.18 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.413 207 -45.76 -1.03 5.00 (AISC SECTIONS) SHEAR-Y 0.198 206

143.00 T 42 ST W12X96 PASS 665.74 T 43 ST W10X54 PASS 536.03 C 44 ST W12X96 PASS 1644.16 T 45 ST W10X54 PASS 486.68 C 46 ST W12X96 PASS 661.60 T 47 ST W10X54 PASS 88.96 C 48 ST W12X96 PASS 721.28 C 49 ST W10X54 PASS 239.57 T 50 ST W12X96 PASS 1171.05 C 51 ST W10X54 PASS 49.61 T 52 ST W12X96 PASS 1150.88 C 53 ST W10X54 PASS 181.69 T 54 ST W12X96 PASS 660.87 C 55 ST W10X54 PASS 97.73 T 56 ST W12X96 PASS 642.61 T 57 ST W10X54 PASS 520.57 C 58 ST W12X96 PASS 1568.26 T 59 ST W10X54 PASS 449.46 C 60 ST W12X96 PASS 441.83 T

-2.19 33.15 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.261 206 29.90 29.63 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.441 207 -4.26 38.06 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.503 204 15.01 26.05 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.372 207 0.07 -34.88 1.25 (AISC SECTIONS) LRFD-H1-1B-T 0.261 206 30.08 29.66 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.410 207 -15.11 61.82 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.400 207 -45.79 -1.01 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.235 206 6.89 29.53 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.422 207 -8.98 -7.84 5.00 (AISC SECTIONS) SHEAR-Y 0.167 207 -2.80 23.31 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.416 207 -9.05 -8.01 0.00 (AISC SECTIONS) SHEAR-Y 0.181 206 0.39 27.18 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.379 207 -45.41 -0.82 5.00 (AISC SECTIONS) SHEAR-Y 0.192 206 -2.16 30.62 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.259 206 29.49 30.82 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.430 207 -4.26 37.20 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.524 207 28.03 21.31 1.67 (AISC SECTIONS) LRFD-H1-1A-C 0.353 207 0.06 -34.88 1.25 (AISC SECTIONS) LRFD-H1-1B-T 0.241 206 30.29 32.92 0.00

61 ST W10X54 PASS 8.77 C 62 ST W12X96 PASS 909.27 C 63 ST W10X54 PASS 178.03 T 64 ST W12X96 PASS 1521.28 C 65 ST W10X54 PASS 170.73 T 66 ST W12X96 PASS 1657.69 C 67 ST W10X54 PASS 175.42 T 68 ST W12X96 PASS 1315.60 C 69 ST W10X54 PASS 21.98 C 70 TB W12X53 PASS 914.79 C 71 TB W12X53 PASS 406.52 C 72 TB W12X53 PASS 129.99 T 73 TB W12X53 PASS 661.89 T 74 TB W12X53 PASS 1142.30 T 75 TB W12X53 PASS 1580.08 T 76 TB W12X65 PASS 1490.07 C 77 TB W12X53 PASS 1024.98 C 78 TB W12X53 PASS 571.72 C 79 TB W12X53 PASS 44.82 C 80 TB W12X53

(AISC SECTIONS) LRFD-H1-1B-C 0.388 207 -15.07 61.54 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.461 207 -46.01 -1.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.252 206 6.84 37.19 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.539 207 -8.68 -11.32 5.00 (AISC SECTIONS) SHEAR-Y 0.166 206 1.27 23.64 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.600 207 15.38 -7.51 5.00 (AISC SECTIONS) SHEAR-Y 0.180 207 3.80 25.93 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.590 207 -45.83 -0.50 5.00 (AISC SECTIONS) SHEAR-Y 0.170 207 -3.15 20.03 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.445 207 -6.29 47.79 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.364 207 -0.78 149.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.345 207 -0.22 171.47 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.405 207 1.25 166.25 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.511 207 4.41 124.53 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.565 207 1.49 100.11 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.348 207 10.22 3.17 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.506 207 0.21 74.08 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.453 207 -0.88 140.05 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.322 207 -0.11 163.50 0.00 (AISC SECTIONS)

81 TB

82 TB

83 TB

84 TB

85 TB

86 TB

87 TB

88 TB

89 TB

90 TB

PASS 480.51 T W12X53 PASS 959.09 T W12X53 PASS 1395.94 T W12X65 PASS 1466.73 C W12X53 PASS 1003.01 C W12X53 PASS 549.33 C W12X53 PASS 22.38 C W12X53 PASS 502.87 T W12X53 PASS 981.21 T W12X53 PASS 1418.75 T W12X65 PASS 1443.77 C

LRFD-H1-1B-T 0.375 207 1.13 162.45 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.462 207 3.99 123.53 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.519 207 1.20 100.45 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.344 207 10.60 2.99 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.498 207 0.04 74.74 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.446 207 -1.05 140.64 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.319 207 -0.25 163.75 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.378 207 1.02 162.50 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.467 207 3.92 123.61 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.525 207 1.12 100.66 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.338 207 10.42 2.78 5.59

STAAD SPACE

-- PAGE NO. 27

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted) MEMBER

TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

91 TB W12X53 PASS 980.94 C 92 TB W12X53 PASS 526.94 C 93 TB W12X53 PASS 0.07 T 94 TB W12X53 PASS 525.30 T 95 TB W12X53 PASS 1003.52 T 96 TB W12X53 PASS 1441.84 T 97 TB W12X65 PASS 1560.22 C 98 TB W12X53 PASS 1163.54 C 99 TB W12X53 PASS 708.63 C 100 TB W12X53 PASS 174.76 C 101 TB W12X53 PASS 361.80 T 102 TB W12X53 PASS 887.41 T 103 TB W12X53 PASS 887.41 T 104 TB W12X53 PASS 361.80 T 105 TB W12X53 PASS 174.76 C

(AISC SECTIONS) LRFD-H1-1A-C 0.490 207 0.06 74.71 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.371 207 -0.96 140.69 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.314 207 -0.12 163.74 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.381 207 1.19 162.32 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.474 207 4.16 123.40 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.530 207 1.30 100.11 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.385 206 8.49 -28.77 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.558 207 -0.42 74.45 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.510 207 -1.65 141.81 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.358 207 -1.06 167.48 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.372 207 0.33 170.12 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.426 207 1.66 118.01 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.426 207 1.66 118.01 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.372 207 0.33 170.12 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.358 207 -1.06 167.48 5.59

STAAD SPACE

-- PAGE NO. 28



106 TB W12X53 PASS 708.63 C 107 TB W12X53 PASS 1163.54 C 108 TB W12X65 PASS 1560.22 C 109 TB W12X53 PASS 1441.84 T 110 TB W12X53 PASS 1003.52 T 111 TB W12X53 PASS 525.30 T 112 TB W12X53 PASS 0.07 T 113 TB W12X53 PASS 526.94 C 114 TB W12X53 PASS 980.94 C 115 TB W12X65 PASS 1443.76 C 116 TB W12X53 PASS 1418.76 T 117 TB W12X53 PASS 981.21 T 118 TB W12X53 PASS 502.86 T 119 TB W12X53 PASS 22.38 C 120 TB W12X53 PASS 549.33 C

(AISC SECTIONS) LRFD-H1-1A-C 0.510 207 -1.65 141.81 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.558 207 -0.42 74.45 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.385 206 8.49 -28.77 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.530 207 1.30 100.11 5.59 (AISC SECTIONS) LRFD-H1-1A-T 0.474 207 4.16 123.40 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.381 207 1.19 162.32 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.314 207 -0.12 163.74 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.371 207 -0.96 140.69 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.490 207 0.06 74.71 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.338 207 10.42 2.78 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.525 207 1.12 100.66 5.59 (AISC SECTIONS) LRFD-H1-1A-T 0.467 207 3.92 123.61 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.378 207 1.02 162.50 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.319 207 -0.25 163.75 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.446 207 -1.05 140.64 5.59

STAAD SPACE

-- PAGE NO. 29



121 TB W12X53 PASS 1003.01 C 122 TB W12X65 PASS 1466.73 C 123 TB W12X53 PASS 1395.94 T 124 TB W12X53 PASS 959.09 T 125 TB W12X53 PASS 480.51 T 126 TB W12X53 PASS 44.82 C 127 TB W12X53 PASS 571.72 C 128 TB W12X53 PASS 1024.98 C 129 TB W12X65 PASS 1490.07 C 130 TB W12X53 PASS 1580.08 T 131 TB W12X53 PASS 1142.30 T 132 TB W12X53 PASS 661.89 T 133 TB W12X53 PASS 129.99 T 134 TB W12X53 PASS 406.52 C 135 TB W12X53 PASS 914.79 C 136 ST W12X96

(AISC SECTIONS) LRFD-H1-1A-C 0.498 207 0.04 74.74 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.344 207 10.60 2.99 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.519 207 1.20 100.45 5.59 (AISC SECTIONS) LRFD-H1-1A-T 0.462 207 3.99 123.53 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.375 207 1.13 162.45 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.322 207 -0.11 163.50 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.453 207 -0.88 140.05 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.506 207 0.21 74.08 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.348 207 10.22 3.17 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.565 207 1.49 100.11 5.59 (AISC SECTIONS) LRFD-H1-1A-T 0.511 207 4.41 124.53 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.405 207 1.25 166.25 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.345 207 -0.22 171.47 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.364 207 -0.78 149.03 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.445 207 -6.29 47.79 5.59 (AISC SECTIONS)

137 TB

138 ST

139 TB

141 ST

144 ST

146 ST

148 ST

150 ST

152 ST

154 ST

156 ST

158 ST

160 ST

162 ST

164 ST

166 ST

168 ST

170 ST

172 ST

PASS 476.88 C W12X53 PASS 1106.43 T W10X54 PASS 6.44 C W12X53 PASS 887.44 C W12X65 PASS 22.42 T W12X65 PASS 772.55 C W12X65 PASS 703.56 C W12X65 PASS 518.06 C W12X65 PASS 470.95 C W12X65 PASS 244.89 C W12X65 PASS 733.50 T W12X65 PASS 911.00 T W12X65 PASS 173.18 C W12X65 PASS 447.49 C W12X65 PASS 444.28 C W12X65 PASS 455.74 C W12X65 PASS 258.83 C W12X65 PASS 691.96 T W12X65 PASS 872.96 T W12X65 PASS

LRFD-H1-1B-C 0.189 205 -21.27 -13.16 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.372 207 7.66 40.33 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.300 207 22.87 23.34 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.516 206 21.36 -75.17 0.00 (AISC SECTIONS) SHEAR-Y 0.249 209 -0.01 11.48 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.490 206 7.72 53.15 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.422 207 2.04 -49.91 1.67 (AISC SECTIONS) LRFD-H1-1A-C 0.382 207 -1.97 63.96 0.00 (AISC SECTIONS) SHEAR-Y 0.319 204 0.01 65.90 0.00 (AISC SECTIONS) SHEAR-Y 0.266 204 -0.04 37.57 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.548 206 6.38 98.08 2.50 (AISC SECTIONS) LRFD-H1-1A-T 0.457 206 7.23 34.04 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.341 206 17.60 69.19 0.00 (AISC SECTIONS) SHEAR-Y 0.310 204 -0.04 57.98 0.00 (AISC SECTIONS) SHEAR-Y 0.321 204 0.00 68.28 0.00 (AISC SECTIONS) SHEAR-Y 0.321 204 0.00 67.40 0.00 (AISC SECTIONS) SHEAR-Y 0.269 204 -0.04 39.08 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.526 206 6.40 95.31 2.50 (AISC SECTIONS) LRFD-H1-1A-T 0.443 206 2.82 -44.00 1.25 (AISC SECTIONS) LRFD-H1-1B-C 0.344 206

190.38 C 174 ST W12X65 PASS 451.70 C 176 ST W12X65 PASS 438.20 C 178 ST W12X65 PASS 448.19 C 180 ST W12X65 PASS 250.64 C 182 ST W12X65 PASS 691.95 T 184 ST W12X65 PASS 872.95 T 186 ST W12X65 PASS 190.08 C 188 ST W12X65 PASS 459.35 C 190 ST W12X65 PASS 445.19 C 192 ST W12X65 PASS 445.55 C 194 ST W12X65 PASS 240.03 C 196 ST W12X65 PASS 726.84 T 198 ST W12X65 PASS 916.68 T 200 ST W12X65 PASS 164.24 C 202 ST W12X65 PASS 469.98 C 204 ST W12X65 PASS 505.06 C 206 ST W12X65 PASS 671.71 C 208 ST W12X65 PASS 797.75 C 277 ST W12X65 PASS 22.42 T

17.57 68.98 0.00 (AISC SECTIONS) SHEAR-Y 0.310 205 -0.04 57.83 0.00 (AISC SECTIONS) SHEAR-Y 0.320 204 0.00 67.78 0.00 (AISC SECTIONS) SHEAR-Y 0.320 204 0.00 66.85 0.00 (AISC SECTIONS) SHEAR-Y 0.268 204 -0.04 38.51 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.526 206 6.42 95.31 2.50 (AISC SECTIONS) LRFD-H1-1A-T 0.443 206 2.81 -44.00 1.25 (AISC SECTIONS) LRFD-H1-1B-C 0.344 206 17.57 69.01 0.00 (AISC SECTIONS) SHEAR-Y 0.311 205 -0.04 58.34 0.00 (AISC SECTIONS) SHEAR-Y 0.320 205 0.00 68.02 0.00 (AISC SECTIONS) SHEAR-Y 0.319 205 0.00 66.66 0.00 (AISC SECTIONS) SHEAR-Y 0.266 205 -0.04 37.74 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.545 206 6.47 97.89 2.50 (AISC SECTIONS) LRFD-H1-1A-T 0.460 206 7.15 34.59 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.336 206 17.61 68.18 0.00 (AISC SECTIONS) SHEAR-Y 0.313 205 -0.04 58.98 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.399 206 2.75 71.11 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.474 207 -2.01 75.80 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.464 205 0.04 55.88 0.00 (AISC SECTIONS) SHEAR-Y 0.249 210 -0.01 11.48 0.00

279 TB W12X53 PASS 886.43 C 280 ST W10X54 PASS 6.45 C 281 TB W12X53 PASS 1105.41 T 282 ST W12X96 PASS 476.40 C 283 ST W10X54 PASS 21.61 C 284 ST W12X96 PASS 1314.49 C 285 ST W10X54 PASS 134.26 T 286 ST W12X96 PASS 1657.09 C 287 ST W10X54 PASS 186.70 T 288 ST W12X96 PASS 1520.80 C 289 ST W10X54 PASS 131.23 T 290 ST W12X96 PASS 908.52 C 291 ST W10X54 PASS 56.86 T 292 ST W12X96 PASS 442.47 T 293 ST W10X54 PASS 506.87 C 294 ST W12X96 PASS 1565.85 T 295 ST W10X54 PASS 470.69 C 296 ST W12X96 PASS 643.20 T 297 ST W10X54 PASS 70.25 C 298 ST W12X96

(AISC SECTIONS) LRFD-H1-1A-C 0.515 207 -21.35 74.97 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.300 206 -22.87 23.33 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.371 206 7.65 -40.27 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.188 204 21.17 -13.14 5.00 (AISC SECTIONS) SHEAR-Y 0.200 207 1.05 38.11 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.589 206 45.71 -0.48 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.216 207 -8.45 27.11 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.600 206 -15.41 -7.50 0.00 (AISC SECTIONS) SHEAR-Y 0.173 212 1.18 24.12 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.539 206 8.76 -11.32 0.00 (AISC SECTIONS) SHEAR-Y 0.189 212 -1.55 28.79 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.461 206 45.91 -1.23 5.00 (AISC SECTIONS) SHEAR-Y 0.202 207 2.27 33.43 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.241 207 -30.24 32.87 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.412 206 4.35 33.86 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.524 206 -28.36 20.79 2.92 (AISC SECTIONS) LRFD-H1-1A-C 0.363 206 -0.04 -34.71 1.25 (AISC SECTIONS) LRFD-H1-1B-T 0.258 207 -29.44 30.77 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.410 206 15.27 62.55 0.00 (AISC SECTIONS)

299 ST

300 ST

301 ST

302 ST

303 ST

304 ST

305 ST

306 ST

307 ST

308 ST

309 ST

310 ST

311 ST

312 ST

313 ST

314 ST

315 ST

316 ST

317 ST

PASS 660.21 C W10X54 PASS 220.08 T W12X96 PASS 1150.54 C W10X54 PASS 52.14 T W12X96 PASS 1170.72 C W10X54 PASS 198.12 T W12X96 PASS 720.68 C W10X54 PASS 132.88 T W12X96 PASS 662.10 T W10X54 PASS 532.64 C W12X96 PASS 1641.61 T W10X54 PASS 487.10 C W12X96 PASS 666.23 T W10X54 PASS 94.65 C W12X96 PASS 761.04 C W10X54 PASS 256.45 T W12X96 PASS 1231.16 C W10X54 PASS 32.53 T W12X96 PASS 1231.16 C W10X54 PASS

LRFD-H1-1A-C 0.378 206 45.31 -0.79 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.231 207 -6.82 29.86 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.416 206 9.13 -8.01 5.00 (AISC SECTIONS) SHEAR-Y 0.170 206 2.80 24.70 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.422 206 9.06 -7.84 0.00 (AISC SECTIONS) SHEAR-Y 0.184 207 -0.40 28.54 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.399 206 45.69 -0.97 5.00 (AISC SECTIONS) SHEAR-Y 0.198 207 2.21 32.91 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.261 207 -30.04 29.62 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.442 206 4.34 38.68 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.503 205 -15.09 26.02 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.373 206 0.07 -35.02 1.46 (AISC SECTIONS) LRFD-H1-1B-T 0.261 207 -29.86 29.59 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.417 206 15.22 62.88 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.412 206 45.66 -1.00 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.234 207 -6.88 28.35 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.442 206 9.17 -8.06 5.00 (AISC SECTIONS) SHEAR-Y 0.171 206 2.83 24.77 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.442 206 9.17 -8.06 0.00 (AISC SECTIONS) SHEAR-Y 0.186 207

216.39 T 318 ST W12X96 PASS 761.04 C 319 ST W10X54 PASS 142.86 T 320 ST W12X96 PASS 666.23 T 321 ST W10X54 PASS 535.60 C 322 ST W12X96 PASS 1641.61 T 323 ST W10X54 PASS 486.43 C 324 ST W12X96 PASS 662.10 T 325 ST W10X54 PASS 89.16 C 326 ST W12X96 PASS 720.68 C 327 ST W10X54 PASS 239.48 T 328 ST W12X96 PASS 1170.73 C 329 ST W10X54 PASS 49.52 T 330 ST W12X96 PASS 1150.54 C 331 ST W10X54 PASS 181.57 T 332 ST W12X96 PASS 660.21 C 333 ST W10X54 PASS 97.57 T 334 ST W12X96 PASS 643.20 T 335 ST W10X54 PASS 520.14 C 336 ST W12X96 PASS 1565.85 T

-0.42 29.18 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.412 206 45.66 -1.00 5.00 (AISC SECTIONS) SHEAR-Y 0.198 207 2.20 33.14 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.261 207 -29.86 29.59 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.441 206 4.31 38.09 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.503 204 -15.09 26.02 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.371 206 -0.05 -34.86 1.25 (AISC SECTIONS) LRFD-H1-1B-T 0.261 207 -30.04 29.62 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.411 206 15.18 61.82 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.399 206 45.69 -0.97 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.234 207 -6.84 29.55 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.422 206 9.06 -7.84 5.00 (AISC SECTIONS) SHEAR-Y 0.167 206 2.81 23.32 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.416 206 9.13 -8.01 0.00 (AISC SECTIONS) SHEAR-Y 0.181 207 -0.38 27.17 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.378 206 45.31 -0.79 5.00 (AISC SECTIONS) SHEAR-Y 0.191 207 2.16 30.61 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.258 207 -29.44 30.77 5.00 (AISC SECTIONS) LRFD-H1-1A-C 0.431 206 4.31 37.24 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.524 206 -28.13 21.28 1.67

337 ST W10X54 PASS 449.22 C 338 ST W12X96 PASS 442.47 T 339 ST W10X54 PASS 8.98 C 340 ST W12X96 PASS 908.52 C 341 ST W10X54 PASS 177.92 T 342 ST W12X96 PASS 1520.80 C 343 ST W10X54 PASS 170.62 T 344 ST W12X96 PASS 1657.09 C 345 ST W10X54 PASS 175.26 T 346 ST W12X96 PASS 1314.49 C 347 ST W10X54 PASS 22.03 C 348 TB W12X53 PASS 914.08 C 349 TB W12X53 PASS 407.09 C 350 TB W12X53 PASS 129.84 T 351 TB W12X53 PASS 662.15 T 352 TB W12X53 PASS 1142.00 T 353 TB W12X53 PASS 1576.81 T 354 TB W12X65 PASS 1486.90 C 355 TB W12X53 PASS 1024.75 C 356 TB W12X53

(AISC SECTIONS) LRFD-H1-1A-C 0.353 206 0.08 -34.80 1.46 (AISC SECTIONS) LRFD-H1-1B-T 0.241 207 -30.24 32.87 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.389 206 15.15 61.55 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.461 206 45.91 -1.23 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.252 207 -6.79 37.20 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.539 206 8.76 -11.32 5.00 (AISC SECTIONS) SHEAR-Y 0.166 207 -1.27 23.65 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.600 206 -15.41 -7.50 5.00 (AISC SECTIONS) SHEAR-Y 0.180 206 -3.81 25.93 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.589 206 45.71 -0.48 5.00 (AISC SECTIONS) SHEAR-Y 0.170 206 3.14 20.02 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.445 206 -6.28 -47.89 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.363 206 -0.78 -148.66 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.345 206 -0.22 -171.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.406 206 1.25 -166.34 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.511 206 4.41 -124.60 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.564 206 1.49 -99.76 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.347 206 10.22 -3.14 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.505 206 0.21 -73.68 0.00 (AISC SECTIONS)

357 TB

358 TB

359 TB

360 TB

361 TB

362 TB

363 TB

364 TB

365 TB

366 TB

367 TB

368 TB

369 TB

370 TB

371 TB

372 TB

373 TB

374 TB

375 TB

PASS 572.08 C W12X53 PASS 44.86 C W12X53 PASS 480.79 T W12X53 PASS 958.81 T W12X53 PASS 1392.72 T W12X65 PASS 1463.58 C W12X53 PASS 1002.77 C W12X53 PASS 549.68 C W12X53 PASS 22.40 C W12X53 PASS 503.16 T W12X53 PASS 980.95 T W12X53 PASS 1415.55 T W12X65 PASS 1440.60 C W12X53 PASS 980.68 C W12X53 PASS 527.26 C W12X53 PASS 0.07 T W12X53 PASS 525.62 T W12X53 PASS 1003.26 T W12X53 PASS 1438.62 T W12X65 PASS

LRFD-H1-1A-C 0.453 206 -0.88 -139.92 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.322 206 -0.11 -163.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.375 206 1.13 -162.53 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.462 206 3.98 -123.60 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.518 206 1.21 -100.11 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.343 206 10.59 -2.96 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.497 206 0.05 -74.34 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.446 206 -1.05 -140.51 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.319 206 -0.25 -163.75 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.378 206 1.02 -162.59 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.467 206 3.92 -123.68 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.523 206 1.12 -100.31 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.337 206 10.41 -2.75 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.489 206 0.07 -74.32 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.371 206 -0.96 -140.56 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.314 206 -0.12 -163.74 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.381 206 1.20 -162.40 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.474 206 4.16 -123.47 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.529 206 1.30 -99.77 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.385 207

1556.70 C 376 TB W12X53 PASS 1163.26 C 377 TB W12X53 PASS 708.94 C 378 TB W12X53 PASS 174.65 C 379 TB W12X53 PASS 362.32 T 380 TB W12X53 PASS 886.70 T 381 TB W12X53 PASS 886.70 T 382 TB W12X53 PASS 362.32 T 383 TB W12X53 PASS 174.65 C 384 TB W12X53 PASS 708.94 C 385 TB W12X53 PASS 1163.26 C 386 TB W12X65 PASS 1556.70 C 387 TB W12X53 PASS 1438.62 T 388 TB W12X53 PASS 1003.26 T 389 TB W12X53 PASS 525.62 T 390 TB W12X53 PASS 0.07 T 391 TB W12X53 PASS 527.26 C 392 TB W12X53 PASS 980.68 C 393 TB W12X65 PASS 1440.59 C 394 TB W12X53 PASS 1415.55 T

8.49 28.80 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.558 206 -0.42 -74.06 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.510 206 -1.65 -141.68 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.358 206 -1.06 -167.51 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.372 206 0.33 -170.22 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.425 206 1.67 -117.66 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.425 206 1.67 -117.66 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.372 206 0.33 -170.22 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.358 206 -1.06 -167.51 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.510 206 -1.65 -141.68 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.558 206 -0.42 -74.06 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.385 207 8.49 28.80 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.529 206 1.30 -99.77 5.59 (AISC SECTIONS) LRFD-H1-1A-T 0.474 206 4.16 -123.47 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.381 206 1.20 -162.40 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.314 206 -0.12 -163.74 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.371 206 -0.96 -140.56 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.489 206 0.07 -74.32 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.337 206 10.41 -2.75 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.523 206 1.12 -100.31 5.59

395 TB W12X53 PASS 980.95 T 396 TB W12X53 PASS 503.16 T 397 TB W12X53 PASS 22.40 C 398 TB W12X53 PASS 549.68 C 399 TB W12X53 PASS 1002.77 C 400 TB W12X65 PASS 1463.58 C 401 TB W12X53 PASS 1392.72 T 402 TB W12X53 PASS 958.81 T 403 TB W12X53 PASS 480.79 T 404 TB W12X53 PASS 44.86 C 405 TB W12X53 PASS 572.08 C 406 TB W12X53 PASS 1024.75 C 407 TB W12X65 PASS 1486.91 C 408 TB W12X53 PASS 1576.81 T 409 TB W12X53 PASS 1142.00 T 410 TB W12X53 PASS 662.15 T 411 TB W12X53 PASS 129.84 T 412 TB W12X53 PASS 407.09 C 413 TB W12X53 PASS 914.08 C 414 ST W12X96

(AISC SECTIONS) LRFD-H1-1A-T 0.467 206 3.92 -123.68 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.378 206 1.02 -162.59 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.319 206 -0.25 -163.75 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.446 206 -1.05 -140.51 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.497 206 0.05 -74.34 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.343 206 10.59 -2.96 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.518 206 1.21 -100.11 5.59 (AISC SECTIONS) LRFD-H1-1A-T 0.462 206 3.98 -123.60 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.375 206 1.13 -162.53 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.322 206 -0.11 -163.50 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.453 206 -0.88 -139.92 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.505 206 0.21 -73.68 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.347 206 10.22 -3.14 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.564 206 1.49 -99.76 5.59 (AISC SECTIONS) LRFD-H1-1A-T 0.511 206 4.41 -124.60 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.406 206 1.25 -166.34 5.59 (AISC SECTIONS) LRFD-H1-1B-T 0.345 206 -0.22 -171.50 5.59 (AISC SECTIONS) LRFD-H1-1B-C 0.363 206 -0.78 -148.66 5.59 (AISC SECTIONS) LRFD-H1-1A-C 0.445 206 -6.28 -47.89 5.59 (AISC SECTIONS)

415 TB

416 ST

417 TB

418 TB

419 TB

420 TB

421 TB

422 TB

423 TB

424 TB

425 TB

426 TB

427 TB

428 TB

429 TB

430 ST

431 ST

432 ST

433 ST

PASS 476.40 C W12X53 PASS 1105.41 T W10X54 PASS 6.45 C W12X53 PASS 886.43 C W14X90 PASS 13.99 C W14X90 PASS 13.98 C W14X90 PASS 5.84 T W14X90 PASS 5.89 T W14X90 PASS 6.19 T W14X90 PASS 6.25 T W14X90 PASS 6.19 T W14X90 PASS 6.25 T W14X90 PASS 5.84 T W14X90 PASS 5.89 T W14X90 PASS 13.99 C W14X90 PASS 13.98 C W12X87 PASS 1077.94 C W12X87 PASS 109.90 T W12X87 PASS 233.87 T W12X87 PASS

LRFD-H1-1B-C 0.188 205 21.17 -13.14 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.371 206 7.65 -40.27 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.300 206 -22.87 23.33 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.515 207 21.35 74.97 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.111 207 45.53 36.91 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.111 206 45.58 36.92 0.00 (AISC SECTIONS) SHEAR-Y 0.046 207 -2.59 40.84 4.77 (AISC SECTIONS) SHEAR-Y 0.046 206 -2.60 40.84 0.00 (AISC SECTIONS) SHEAR-Y 0.045 207 0.11 38.02 4.77 (AISC SECTIONS) SHEAR-Y 0.044 206 0.11 38.03 0.00 (AISC SECTIONS) SHEAR-Y 0.045 207 -0.11 38.02 4.77 (AISC SECTIONS) SHEAR-Y 0.044 206 -0.11 38.03 0.00 (AISC SECTIONS) SHEAR-Y 0.046 207 2.59 40.84 4.77 (AISC SECTIONS) SHEAR-Y 0.046 206 2.60 40.84 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.111 207 -45.53 36.91 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.111 206 -45.58 36.92 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.311 207 0.00 -0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.421 207 41.47 104.67 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.711 207 18.17 287.99 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.833 207

259.03 T 434 ST W12X87 PASS 258.77 T 435 ST W12X87 PASS 234.22 T 436 ST W12X87 PASS 196.45 T 437 ST W12X87 PASS 3152.10 C 438 ST W12X87 PASS 200.93 T 439 ST W12X87 PASS 243.85 T 440 ST W12X87 PASS 271.16 T 441 ST W12X87 PASS 271.90 T 442 ST W12X87 PASS 245.91 T 443 ST W12X87 PASS 203.55 T 444 ST W12X87 PASS 2949.85 C 445 ST W12X87 PASS 204.24 T 446 ST W12X87 PASS 247.05 T 447 ST W12X87 PASS 273.77 T 448 ST W12X87 PASS 273.77 T 449 ST W12X87 PASS 247.05 T 450 ST W12X87 PASS 204.24 T 451 ST W12X87 PASS 2949.85 C 452 ST W12X87 PASS 203.55 T

5.64 373.04 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.846 207 -12.75 363.77 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.755 207 -30.24 282.33 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.575 207 -31.35 195.47 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.909 207 0.00 -0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.565 207 29.07 195.34 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.740 207 28.14 279.19 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.822 207 10.87 355.62 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.807 207 -7.18 356.06 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.726 207 -24.67 280.04 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.555 207 -26.45 196.20 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.851 207 0.00 -0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.565 207 28.47 196.50 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.735 207 26.69 280.04 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.816 207 9.10 356.11 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.816 207 -9.10 356.11 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.735 207 -26.69 280.04 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.565 207 -28.47 196.50 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.851 207 0.00 -0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.555 207 26.45 196.20 0.75

453 ST W12X87 PASS 245.91 T 454 ST W12X87 PASS 271.90 T 455 ST W12X87 PASS 271.16 T 456 ST W12X87 PASS 243.85 T 457 ST W12X87 PASS 200.93 T 458 ST W12X87 PASS 3152.10 C 459 ST W12X87 PASS 196.45 T 460 ST W12X87 PASS 234.22 T 461 ST W12X87 PASS 258.77 T 462 ST W12X87 PASS 259.03 T 463 ST W12X87 PASS 233.87 T 464 ST W12X87 PASS 109.90 T 465 ST W12X87 PASS 1077.94 C 466 ST W12X87 PASS 148.04 C 467 ST W12X87 PASS 140.05 C 468 ST W12X87 PASS 294.59 C 469 ST W12X87 PASS 359.25 C 470 ST W12X87 PASS 356.49 C 471 ST W12X87 PASS 292.06 C 472 ST W12X87

(AISC SECTIONS) LRFD-H1-1B-T 0.726 207 24.67 280.04 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.807 207 7.18 356.06 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.822 207 -10.87 355.62 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.740 207 -28.14 279.19 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.565 207 -29.07 195.34 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.909 207 0.00 -0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.575 207 31.35 195.47 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.755 207 30.24 282.33 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.846 207 12.75 363.77 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.833 207 -5.64 373.04 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.711 207 -18.17 287.99 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.421 207 -41.47 104.67 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.311 207 0.00 -0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-C 0.022 204 0.07 0.00 0.38 (AISC SECTIONS) LRFD-H1-1B-C 0.258 206 46.58 -11.65 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.075 206 -5.02 -4.61 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.119 206 -11.86 -5.96 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.095 206 -6.52 -6.67 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.146 207 -21.52 2.37 0.75 (AISC SECTIONS)

473 ST

474 ST

475 ST

476 ST

477 ST

478 ST

479 ST

480 ST

481 ST

482 ST

483 ST

484 ST

485 ST

486 ST

487 ST

488 ST

489 ST

490 ST

491 ST

PASS 233.28 C W12X87 PASS 965.66 C W12X87 PASS 229.89 C W12X87 PASS 287.23 C W12X87 PASS 347.51 C W12X87 PASS 347.63 C W12X87 PASS 287.69 C W12X87 PASS 230.16 C W12X87 PASS 954.20 C W12X87 PASS 230.26 C W12X87 PASS 287.75 C W12X87 PASS 347.71 C W12X87 PASS 347.71 C W12X87 PASS 287.75 C W12X87 PASS 230.26 C W12X87 PASS 954.20 C W12X87 PASS 230.17 C W12X87 PASS 287.69 C W12X87 PASS 347.63 C W12X87 PASS

LRFD-H1-1B-C 0.375 206 -69.38 -11.44 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.279 205 -0.07 0.00 0.44 (AISC SECTIONS) LRFD-H1-1B-C 0.375 206 69.51 -11.41 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.139 207 20.25 2.40 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.070 206 1.39 -6.53 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.068 206 -0.88 -6.53 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.135 207 -19.36 2.42 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.369 206 -68.14 -11.40 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.276 205 -0.07 0.00 0.44 (AISC SECTIONS) LRFD-H1-1B-C 0.369 206 68.17 -11.39 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.135 207 19.42 2.42 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.068 206 1.03 -6.53 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.068 206 -1.03 -6.53 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.135 207 -19.42 2.42 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.369 206 -68.17 -11.39 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.276 204 0.07 0.00 0.44 (AISC SECTIONS) LRFD-H1-1B-C 0.369 206 68.14 -11.40 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.135 207 19.36 2.42 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.068 206 0.88 -6.53 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.070 206

347.51 C 492 ST W12X87 PASS 287.23 C 493 ST W12X87 PASS 229.89 C 494 ST W12X87 PASS 965.66 C 495 ST W12X87 PASS 233.28 C 496 ST W12X87 PASS 292.06 C 497 ST W12X87 PASS 356.49 C 498 ST W12X87 PASS 359.25 C 499 ST W12X87 PASS 294.59 C 500 ST W12X87 PASS 140.05 C 501 ST W12X87 PASS 148.04 C 502 ST W12X87 PASS 1077.03 C 503 ST W12X87 PASS 109.53 T 504 ST W12X87 PASS 232.66 T 505 ST W12X87 PASS 259.41 T 506 ST W12X87 PASS 259.14 T 507 ST W12X87 PASS 233.65 T 508 ST W12X87 PASS 193.63 T 509 ST W12X87 PASS 3146.05 C 510 ST W12X87 PASS 198.11 T

-1.39 -6.53 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.139 207 -20.25 2.40 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.375 206 -69.51 -11.41 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.279 204 0.07 0.00 0.44 (AISC SECTIONS) LRFD-H1-1B-C 0.375 206 69.38 -11.44 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.146 207 21.52 2.37 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.095 206 6.53 -6.67 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.119 206 11.86 -5.96 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.075 206 5.02 -4.61 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.258 206 -46.58 -11.65 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.022 205 -0.07 0.00 0.38 (AISC SECTIONS) LRFD-H1-1A-C 0.311 206 0.00 0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.421 206 41.44 -104.72 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.709 206 18.17 -287.26 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.833 206 5.65 -373.20 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.847 206 -12.74 -363.89 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.754 206 -30.23 -282.28 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.573 206 -31.30 -194.79 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.908 206 0.00 0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.563 206 29.03 -194.67 0.75

511 ST W12X87 PASS 243.27 T 512 ST W12X87 PASS 271.44 T 513 ST W12X87 PASS 272.19 T 514 ST W12X87 PASS 245.34 T 515 ST W12X87 PASS 200.75 T 516 ST W12X87 PASS 2943.86 C 517 ST W12X87 PASS 201.44 T 518 ST W12X87 PASS 246.48 T 519 ST W12X87 PASS 274.05 T 520 ST W12X87 PASS 274.05 T 521 ST W12X87 PASS 246.48 T 522 ST W12X87 PASS 201.44 T 523 ST W12X87 PASS 2943.86 C 524 ST W12X87 PASS 200.75 T 525 ST W12X87 PASS 245.34 T 526 ST W12X87 PASS 272.19 T 527 ST W12X87 PASS 271.44 T 528 ST W12X87 PASS 243.27 T 529 ST W12X87 PASS 198.11 T 530 ST W12X87

(AISC SECTIONS) LRFD-H1-1B-T 0.740 206 28.14 -279.14 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.823 206 10.87 -355.71 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.807 206 -7.19 -356.15 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.726 206 -24.66 -279.99 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.553 206 -26.41 -195.52 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.849 206 0.00 0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.563 206 28.42 -195.82 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.735 206 26.68 -279.99 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.816 206 9.10 -356.20 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.816 206 -9.10 -356.20 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.735 206 -26.68 -279.99 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.563 206 -28.43 -195.82 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.849 206 0.00 0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.553 206 26.41 -195.52 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.726 206 24.66 -279.99 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.807 206 7.19 -356.15 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.823 206 -10.87 -355.71 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.740 206 -28.14 -279.14 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.563 206 -29.03 -194.67 0.75 (AISC SECTIONS)

531 ST

532 ST

533 ST

534 ST

535 ST

536 ST

537 ST

538 ST

539 ST

540 ST

541 ST

542 ST

543 ST

544 ST

545 ST

546 ST

547 ST

548 ST

549 ST

PASS 3146.06 C W12X87 PASS 193.63 T W12X87 PASS 233.65 T W12X87 PASS 259.14 T W12X87 PASS 259.40 T W12X87 PASS 232.66 T W12X87 PASS 109.53 T W12X87 PASS 1077.03 C W12X65 PASS 210.27 T W12X65 PASS 23.06 C W12X65 PASS 284.88 T W12X65 PASS 455.30 T W12X65 PASS 524.02 T W12X65 PASS 485.42 T W12X65 PASS 328.24 C W12X65 PASS 1028.33 C W12X65 PASS 433.70 C W12X65 PASS 139.78 T W12X65 PASS 354.76 T W12X65 PASS

LRFD-H1-1A-C 0.908 206 0.00 0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.573 206 31.30 -194.79 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.754 206 30.23 -282.28 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.847 206 12.74 -363.89 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.833 206 -5.65 -373.20 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.709 206 -18.17 -287.26 0.75 (AISC SECTIONS) LRFD-H1-1B-T 0.421 206 -41.44 -104.72 0.75 (AISC SECTIONS) LRFD-H1-1A-C 0.311 206 0.00 0.05 0.56 (AISC SECTIONS) LRFD-H1-1B-T 0.154 207 -4.00 -32.26 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.088 206 7.55 12.65 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.083 207 3.49 -3.25 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.153 207 -2.62 -19.18 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.210 211 -5.59 -28.23 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.226 206 -7.85 -31.37 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.198 207 3.76 -38.22 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.618 207 4.34 -70.45 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.282 212 5.27 56.81 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.092 206 8.15 5.49 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.123 206 3.69 -12.41 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.161 206

475.23 T 550 ST W12X65 PASS 469.40 T 551 ST W12X65 PASS 403.19 C 552 ST W12X65 PASS 1051.99 C 553 ST W12X65 PASS 498.44 C 554 ST W12X65 PASS 76.39 C 555 ST W12X65 PASS 383.03 T 556 ST W12X65 PASS 492.73 T 557 ST W12X65 PASS 476.32 T 558 ST W12X65 PASS 392.73 C 559 ST W12X65 PASS 1039.84 C 560 ST W12X65 PASS 421.44 C 561 ST W12X65 PASS 150.23 T 562 ST W12X65 PASS 342.52 T 563 ST W12X65 PASS 417.32 T 564 ST W12X65 PASS 406.89 T 565 ST W12X65 PASS 369.56 C 566 ST W12X65 PASS 1058.39 C 567 ST W12X65 PASS 318.29 C 568 ST W12X65 PASS 22.70 T

-1.02 -24.06 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.195 206 -4.58 -28.80 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.227 207 3.79 -42.87 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.629 207 4.35 -70.88 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.358 207 -0.07 61.79 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.096 207 3.33 -21.29 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.137 206 4.28 -14.35 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.164 206 -0.47 -25.28 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.195 206 -4.05 -29.31 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.225 207 -7.94 33.74 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.624 207 4.52 -70.31 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.273 212 4.93 55.44 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.099 206 9.31 4.57 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.126 206 4.79 -11.84 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.149 211 -2.55 -20.34 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.166 206 -3.36 -25.01 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.217 207 -7.99 32.53 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.632 207 4.51 -70.72 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.301 206 15.67 48.89 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.122 206 12.32 14.34 0.00

569 ST W12X65 PASS 381.47 T 570 ST W12X65 PASS 513.26 T 571 ST W12X65 PASS 427.04 T 572 ST W12X65 PASS 210.27 T 573 ST W12X65 PASS 316.82 T 574 ST W12X65 PASS 166.75 T 575 ST W12X65 PASS 284.31 T 576 ST W12X65 PASS 169.08 T 577 ST W12X65 PASS 177.52 T 578 ST W12X65 PASS 408.55 T 579 ST W12X65 PASS 478.34 T 580 ST W12X65 PASS 1280.30 C 581 ST W12X65 PASS 91.66 C 582 ST W12X65 PASS 117.42 T 583 ST W12X65 PASS 79.57 T 584 ST W12X65 PASS 125.87 T 585 ST W12X65 PASS 370.90 T 586 ST W12X65 PASS 448.54 T 587 ST W12X65 PASS 1259.52 C 588 ST W12X65

(AISC SECTIONS) LRFD-H1-1B-T 0.118 207 -2.88 -10.95 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.197 207 -5.44 -24.80 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.169 207 -6.51 -18.00 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.154 207 -4.00 -32.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.169 210 0.00 -39.48 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.240 206 -2.60 -68.44 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.234 207 2.66 -58.86 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.199 207 2.60 -53.81 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.195 207 2.59 -51.85 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.162 206 -2.30 -25.87 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.280 206 -6.58 53.80 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.606 206 -6.16 -20.64 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.171 207 2.23 -48.94 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.181 207 2.50 -51.10 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.177 207 2.43 -52.20 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.187 207 2.46 -52.58 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.160 206 -2.21 -27.76 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.262 206 -5.88 51.04 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.602 206 -6.38 -22.02 2.50 (AISC SECTIONS)

589 ST

590 ST

591 ST

592 ST

593 ST

594 ST

595 ST

596 ST

597 ST

598 ST

599 ST

600 ST

601 ST

602 ST

603 ST

604 ST

605 ST

606 ST

607 ST

PASS 87.74 C W12X65 PASS 118.42 T W12X65 PASS 80.58 T W12X65 PASS 127.15 T W12X65 PASS 372.09 T W12X65 PASS 449.73 T W12X65 PASS 1260.73 C W12X65 PASS 88.41 C W12X65 PASS 118.10 T W12X65 PASS 81.72 T W12X65 PASS 131.71 T W12X65 PASS 381.62 T W12X65 PASS 455.66 T W12X65 PASS 1244.29 C W12X65 PASS 69.22 C W12X65 PASS 132.36 T W12X65 PASS 68.85 T W12X65 PASS 74.12 T W12X65 PASS 263.98 T W12X65 PASS

LRFD-H1-1B-C 0.171 207 2.17 -49.51 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.182 207 2.46 -51.34 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.177 207 2.40 -52.30 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.187 207 2.44 -52.62 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.160 206 -2.20 -27.76 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.261 206 -5.62 51.04 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.604 206 -6.64 -22.02 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.171 207 2.18 -49.48 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.182 207 2.49 -51.26 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.177 207 2.43 -52.10 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.187 207 2.49 -52.13 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.158 206 -2.27 -26.52 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.268 206 -5.40 53.62 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.597 206 -7.35 -20.09 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.166 207 -11.54 28.17 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.188 207 2.64 -52.24 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.194 207 2.62 -58.64 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.230 206 -2.67 -70.96 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.252 206 -2.61 -66.50 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.169 209

316.83 T 608 ST W12X65 PASS 210.07 T 609 ST W12X65 PASS 23.27 C 610 ST W12X65 PASS 284.47 T 611 ST W12X65 PASS 455.12 T 612 ST W12X65 PASS 523.85 T 613 ST W12X65 PASS 485.13 T 614 ST W12X65 PASS 328.55 C 615 ST W12X65 PASS 1027.12 C 616 ST W12X65 PASS 433.80 C 617 ST W12X65 PASS 139.47 T 618 ST W12X65 PASS 354.63 T 619 ST W12X65 PASS 475.11 T 620 ST W12X65 PASS 469.13 T 621 ST W12X65 PASS 403.44 C 622 ST W12X65 PASS 1050.78 C 623 ST W12X65 PASS 498.52 C 624 ST W12X65 PASS 76.66 C 625 ST W12X65 PASS 382.92 T 626 ST W12X65 PASS 492.62 T

0.00 -39.48 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.154 206 4.00 -32.22 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.088 207 -7.55 12.66 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.083 206 -3.49 -3.28 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.153 206 2.62 -19.17 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.210 212 5.59 -28.23 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.226 207 7.85 -31.34 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.198 206 -3.77 -38.24 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.618 206 -4.36 -70.38 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.282 211 -5.27 56.84 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.092 207 -8.15 5.52 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.123 207 -3.70 -12.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.161 207 1.01 -24.06 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.195 207 4.58 -28.76 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.227 206 -3.80 -42.89 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.629 206 -4.36 -70.81 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.358 206 0.07 61.82 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.097 206 -3.33 -21.30 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.137 207 -4.28 -14.34 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.164 207 0.47 -25.29 0.00

627 ST W12X65 PASS 476.06 T 628 ST W12X65 PASS 392.96 C 629 ST W12X65 PASS 1038.64 C 630 ST W12X65 PASS 421.51 C 631 ST W12X65 PASS 149.95 T 632 ST W12X65 PASS 342.40 T 633 ST W12X65 PASS 417.18 T 634 ST W12X65 PASS 406.61 T 635 ST W12X65 PASS 369.80 C 636 ST W12X65 PASS 1057.23 C 637 ST W12X65 PASS 318.35 C 638 ST W12X65 PASS 22.38 T 639 ST W12X65 PASS 381.37 T 640 ST W12X65 PASS 513.12 T 641 ST W12X65 PASS 426.61 T 642 ST W12X65 PASS 210.07 T 643 TB W14X90 PASS 13.23 C 644 TB W14X90 PASS 152.50 C 645 TB W14X90 PASS 54.74 T 646 TB W14X90

(AISC SECTIONS) LRFD-H1-1B-T 0.195 207 4.05 -29.28 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.225 206 7.94 33.81 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.623 206 -4.54 -70.24 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.273 211 -4.93 55.47 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.099 207 -9.31 4.60 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.126 207 -4.79 -11.83 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.149 212 2.55 -20.34 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.165 207 3.36 -24.98 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.217 206 7.99 32.59 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.632 206 -4.52 -70.65 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.301 207 -15.67 48.93 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.122 207 -12.32 14.37 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.118 206 2.88 -10.95 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.197 206 5.44 -24.80 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.169 206 6.51 -17.95 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.154 206 4.00 -32.22 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.084 207 -36.44 24.23 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.105 207 -31.82 45.89 0.00 (AISC SECTIONS) SHEAR-Y 0.125 207 7.13 80.56 0.00 (AISC SECTIONS)

647 TB

648 TB

649 TB

650 TB

651 TB

652 TB

653 TB

654 TB

655 TB

656 TB

657 TB

658 TB

659 TB

660 TB

661 TB

662 TB

663 TB

664 TB

665 TB

PASS 154.35 C W14X90 PASS 55.75 T W14X90 PASS 136.83 C W14X90 PASS 55.75 T W14X90 PASS 136.83 C W14X90 PASS 54.74 T W14X90 PASS 154.35 C W14X90 PASS 13.23 C W14X90 PASS 152.50 C W14X90 PASS 96.02 C W14X90 PASS 151.75 C W14X90 PASS 96.70 C W14X90 PASS 13.91 C W14X90 PASS 9.23 C W14X90 PASS 145.04 C W14X90 PASS 125.49 T W14X90 PASS 46.07 T W14X90 PASS 125.25 T W14X90 PASS 127.71 C W14X90 PASS

SHEAR-Y 0.265 207 -0.46 150.82 0.00 (AISC SECTIONS) SHEAR-Y 0.122 207 0.69 78.31 0.00 (AISC SECTIONS) SHEAR-Y 0.259 207 -0.28 144.84 0.00 (AISC SECTIONS) SHEAR-Y 0.122 207 -0.69 78.31 0.00 (AISC SECTIONS) SHEAR-Y 0.259 207 0.28 144.84 0.00 (AISC SECTIONS) SHEAR-Y 0.125 207 -7.13 80.56 0.00 (AISC SECTIONS) SHEAR-Y 0.265 207 0.46 150.82 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.084 207 36.44 24.23 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.105 207 31.82 45.89 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.055 210 20.21 -15.02 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.104 206 -31.84 44.14 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.056 210 20.21 -16.69 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.085 206 -36.42 25.39 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.048 206 3.70 -48.35 0.00 (AISC SECTIONS) SHEAR-Y 0.184 206 -0.35 129.52 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.047 206 -0.67 -44.60 0.00 (AISC SECTIONS) SHEAR-Y 0.132 206 7.12 91.14 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.044 207 0.50 -40.46 1.59 (AISC SECTIONS) SHEAR-Y 0.179 206 -0.26 123.85 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.046 206

116.81 T 666 TB W14X90 PASS 47.20 T 667 TB W14X90 PASS 125.25 T 668 TB W14X90 PASS 127.71 C 669 TB W14X90 PASS 116.81 T 670 TB W14X90 PASS 47.20 T 671 TB W14X90 PASS 9.23 C 672 TB W14X90 PASS 145.04 C 673 TB W14X90 PASS 125.49 T 674 TB W14X90 PASS 46.07 T 675 TB W14X90 PASS 96.02 C 676 TB W14X90 PASS 151.74 C 677 TB W14X90 PASS 96.69 C 678 TB W14X90 PASS 4.10 C 679 TB W14X90 PASS 33.01 T 680 TB W14X90 PASS 8.20 T 681 TB W14X90 PASS 28.77 T 682 TB W14X90 PASS 46.83 T 683 TB W14X90 PASS 64.63 T 684 TB W14X90 PASS 104.51 T

0.55 -43.83 0.00 (AISC SECTIONS) SHEAR-Y 0.130 206 0.69 88.75 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.044 207 -0.50 -40.46 1.59 (AISC SECTIONS) SHEAR-Y 0.179 206 0.26 123.85 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.046 206 -0.55 -43.83 0.00 (AISC SECTIONS) SHEAR-Y 0.130 206 -0.69 88.75 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.048 206 -3.70 -48.35 0.00 (AISC SECTIONS) SHEAR-Y 0.184 206 0.35 129.52 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.047 206 0.67 -44.60 0.00 (AISC SECTIONS) SHEAR-Y 0.132 206 -7.12 91.14 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.051 209 -17.41 -16.22 0.79 (AISC SECTIONS) SHEAR-Y 0.066 206 5.38 14.98 0.79 (AISC SECTIONS) LRFD-H1-1B-C 0.056 209 -20.25 -16.69 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.051 209 -21.62 -15.52 0.00 (AISC SECTIONS) SHEAR-Y 0.168 207 -4.58 104.65 0.00 (AISC SECTIONS) SHEAR-Y 0.427 207 -5.67 288.07 0.00 (AISC SECTIONS) SHEAR-Y 0.515 207 -2.90 373.16 0.00 (AISC SECTIONS) SHEAR-Y 0.503 207 2.64 363.88 0.00 (AISC SECTIONS) SHEAR-Y 0.414 207 5.79 282.38 0.00 (AISC SECTIONS) SHEAR-Y 0.234 207 8.02 195.70 0.00

685 TB W14X90 PASS 121.78 T 686 TB W14X90 PASS 98.46 T 687 TB W14X90 PASS 99.60 T 688 TB W14X90 PASS 101.33 T 689 TB W14X90 PASS 103.66 T 690 TB W14X90 PASS 130.77 T 691 TB W14X90 PASS 132.15 T 692 TB W14X90 PASS 106.49 T 693 TB W14X90 PASS 105.70 T 694 TB W14X90 PASS 105.70 T 695 TB W14X90 PASS 106.50 T 696 TB W14X90 PASS 132.15 T 697 TB W14X90 PASS 130.76 T 698 TB W14X90 PASS 103.66 T 699 TB W14X90 PASS 101.33 T 700 TB W14X90 PASS 99.60 T 701 TB W14X90 PASS 98.46 T 702 TB W14X90 PASS 121.78 T 703 TB W14X90 PASS 104.51 T 704 TB W14X90

(AISC SECTIONS) SHEAR-Y 0.233 207 -8.93 195.57 0.00 (AISC SECTIONS) SHEAR-Y 0.409 207 -6.99 279.24 0.00 (AISC SECTIONS) SHEAR-Y 0.490 207 -3.95 355.73 0.00 (AISC SECTIONS) SHEAR-Y 0.491 207 1.60 356.17 0.00 (AISC SECTIONS) SHEAR-Y 0.410 207 4.80 280.09 0.00 (AISC SECTIONS) SHEAR-Y 0.235 207 7.48 196.43 0.00 (AISC SECTIONS) SHEAR-Y 0.236 207 -8.54 196.73 0.00 (AISC SECTIONS) SHEAR-Y 0.410 207 -6.12 280.09 0.00 (AISC SECTIONS) SHEAR-Y 0.491 207 -2.83 356.22 0.00 (AISC SECTIONS) SHEAR-Y 0.491 207 2.83 356.22 0.00 (AISC SECTIONS) SHEAR-Y 0.410 207 6.12 280.09 0.00 (AISC SECTIONS) SHEAR-Y 0.236 207 8.54 196.73 0.00 (AISC SECTIONS) SHEAR-Y 0.235 207 -7.48 196.43 0.00 (AISC SECTIONS) SHEAR-Y 0.410 207 -4.80 280.09 0.00 (AISC SECTIONS) SHEAR-Y 0.491 207 -1.60 356.17 0.00 (AISC SECTIONS) SHEAR-Y 0.490 207 3.95 355.73 0.00 (AISC SECTIONS) SHEAR-Y 0.409 207 6.99 279.24 0.00 (AISC SECTIONS) SHEAR-Y 0.233 207 8.93 195.57 0.00 (AISC SECTIONS) SHEAR-Y 0.234 207 -8.02 195.70 0.00 (AISC SECTIONS)

705 TB

706 TB

707 TB

708 TB

709 TB

710 TB

711 TB

712 TB

713 TB

714 TB

715 TB

716 TB

717 TB

718 TB

719 TB

720 TB

721 TB

722 TB

723 TB

PASS 64.63 T W14X90 PASS 46.83 T W14X90 PASS 28.77 T W14X90 PASS 8.20 T W14X90 PASS 33.01 T W14X90 PASS 82.02 T W14X90 PASS 44.37 T W14X90 PASS 90.14 T W14X90 PASS 104.45 T W14X90 PASS 84.40 T W14X90 PASS 37.27 C W14X90 PASS 35.41 C W14X90 PASS 106.82 T W14X90 PASS 138.27 T W14X90 PASS 140.31 T W14X90 PASS 113.44 T W14X90 PASS 36.03 C W14X90 PASS 37.75 C W14X90 PASS 115.61 T W14X90 PASS

SHEAR-Y 0.414 207 -5.79 282.38 0.00 (AISC SECTIONS) SHEAR-Y 0.503 207 -2.64 363.88 0.00 (AISC SECTIONS) SHEAR-Y 0.515 207 2.90 373.16 0.00 (AISC SECTIONS) SHEAR-Y 0.427 207 5.67 288.07 0.00 (AISC SECTIONS) SHEAR-Y 0.168 207 4.58 104.65 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.178 206 10.08 -185.39 1.59 (AISC SECTIONS) SHEAR-Y 0.393 207 7.03 -70.29 0.00 (AISC SECTIONS) SHEAR-Y 0.479 207 -2.66 -59.29 0.00 (AISC SECTIONS) SHEAR-Y 0.467 207 -16.29 -58.30 0.00 (AISC SECTIONS) SHEAR-Y 0.380 207 -28.87 -64.32 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.264 206 -38.03 -233.67 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.254 206 32.87 -231.72 1.59 (AISC SECTIONS) SHEAR-Y 0.375 207 19.32 -63.33 0.00 (AISC SECTIONS) SHEAR-Y 0.456 207 6.14 -56.19 0.00 (AISC SECTIONS) SHEAR-Y 0.456 207 -8.56 -56.18 0.00 (AISC SECTIONS) SHEAR-Y 0.377 207 -21.73 -63.64 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.258 206 -34.33 -234.39 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.258 206 33.69 -234.52 1.59 (AISC SECTIONS) SHEAR-Y 0.377 207 20.46 -63.67 0.00 (AISC SECTIONS) SHEAR-Y 0.456 207

143.90 T 724 TB W14X90 PASS 143.90 T 725 TB W14X90 PASS 115.61 T 726 TB W14X90 PASS 37.75 C 727 TB W14X90 PASS 36.03 C 728 TB W14X90 PASS 113.45 T 729 TB W14X90 PASS 140.31 T 730 TB W14X90 PASS 138.27 T 731 TB W14X90 PASS 106.82 T 732 TB W14X90 PASS 35.41 C 733 TB W14X90 PASS 37.27 C 734 TB W14X90 PASS 84.40 T 735 TB W14X90 PASS 104.45 T 736 TB W14X90 PASS 90.14 T 737 TB W14X90 PASS 44.37 T 738 TB W14X90 PASS 82.02 T 739 TB W14X90 PASS 33.62 T 740 TB W14X90 PASS 26.92 T 741 TB W14X90 PASS 87.57 T 742 TB W14X90 PASS 89.03 T

7.31 -56.27 0.00 (AISC SECTIONS) SHEAR-Y 0.456 207 -7.31 -56.27 0.00 (AISC SECTIONS) SHEAR-Y 0.377 207 -20.46 -63.67 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.258 206 -33.69 -234.52 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.258 206 34.33 -234.39 1.59 (AISC SECTIONS) SHEAR-Y 0.377 207 21.73 -63.64 0.00 (AISC SECTIONS) SHEAR-Y 0.456 207 8.56 -56.18 0.00 (AISC SECTIONS) SHEAR-Y 0.456 207 -6.14 -56.19 0.00 (AISC SECTIONS) SHEAR-Y 0.375 207 -19.32 -63.33 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.254 206 -32.87 -231.72 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.264 206 38.03 -233.67 1.59 (AISC SECTIONS) SHEAR-Y 0.380 207 28.87 -64.32 0.00 (AISC SECTIONS) SHEAR-Y 0.467 207 16.29 -58.30 0.00 (AISC SECTIONS) SHEAR-Y 0.479 207 2.66 -59.29 0.00 (AISC SECTIONS) SHEAR-Y 0.393 207 -7.03 -70.29 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.178 206 -10.08 -185.39 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.280 207 -14.43 -302.01 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.599 207 3.93 -705.50 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.725 207 12.03 -833.77 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.709 207 11.87 -814.55 1.59

743 TB W14X90 PASS 29.00 T 744 TB W14X90 PASS 3.24 T 745 TB W14X90 PASS 15.21 T 746 TB W14X90 PASS 36.31 T 747 TB W14X90 PASS 96.18 T 748 TB W14X90 PASS 98.22 T 749 TB W14X90 PASS 42.49 T 750 TB W14X90 PASS 24.06 T 751 TB W14X90 PASS 24.42 T 752 TB W14X90 PASS 43.69 T 753 TB W14X90 PASS 100.68 T 754 TB W14X90 PASS 100.68 T 755 TB W14X90 PASS 43.69 T 756 TB W14X90 PASS 24.42 T 757 TB W14X90 PASS 24.06 T 758 TB W14X90 PASS 42.49 T 759 TB W14X90 PASS 98.22 T 760 TB W14X90 PASS 96.18 T 761 TB W14X90 PASS 36.31 T 762 TB W14X90

(AISC SECTIONS) LRFD-H1-1B-T 0.612 207 27.67 -671.36 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.442 207 62.23 -399.51 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.436 207 -59.86 -395.31 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.597 207 -22.74 -662.59 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.675 207 -3.01 -792.45 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.678 207 4.31 -793.21 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.601 207 23.69 -665.27 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.440 207 59.94 -399.72 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.439 207 -59.18 -399.84 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.600 207 -22.75 -665.40 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.678 207 -3.51 -793.57 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.678 207 3.51 -793.57 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.600 207 22.75 -665.40 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.439 207 59.18 -399.84 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.440 207 -59.94 -399.72 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.601 207 -23.69 -665.27 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.678 207 -4.31 -793.21 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.675 207 3.01 -792.45 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.597 207 22.74 -662.59 1.59 (AISC SECTIONS)

763 TB

764 TB

765 TB

766 TB

767 TB

768 TB

769 TB

770 TB

771 TB

772 TB

773 TB

774 TB

775 TB

776 TB

777 TB

778 TB

779 TB

780 TB

781 TB

PASS 15.22 T W14X90 PASS 3.24 T W14X90 PASS 29.00 T W14X90 PASS 89.03 T W14X90 PASS 87.57 T W14X90 PASS 26.92 T W14X90 PASS 33.62 T W14X90 PASS 33.79 T W14X90 PASS 27.15 T W14X90 PASS 87.94 T W14X90 PASS 89.33 T W14X90 PASS 29.13 T W14X90 PASS 3.33 T W14X90 PASS 15.32 T W14X90 PASS 36.39 T W14X90 PASS 96.41 T W14X90 PASS 98.44 T W14X90 PASS 42.56 T W14X90 PASS 24.14 T W14X90 PASS

LRFD-H1-1B-T 0.436 207 59.86 -395.31 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.442 207 -62.23 -399.51 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.612 207 -27.67 -671.36 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.709 207 -11.87 -814.55 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.725 207 -12.03 -833.77 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.599 207 -3.93 -705.50 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.280 207 14.43 -302.01 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.280 206 -14.62 -301.98 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.599 206 3.94 -705.52 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.725 206 12.13 -833.74 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.709 206 12.06 -814.53 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.613 206 27.92 -671.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.443 206 62.62 -399.59 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.436 206 -60.07 -395.38 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.597 206 -22.81 -662.71 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.675 206 -3.02 -792.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.679 206 4.40 -793.16 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.601 206 23.84 -665.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.441 206 60.23 -399.78 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.439 206

24.51 T 782 TB W14X90 PASS 43.76 T 783 TB W14X90 PASS 100.89 T 784 TB W14X90 PASS 100.89 T 785 TB W14X90 PASS 43.76 T 786 TB W14X90 PASS 24.51 T 787 TB W14X90 PASS 24.14 T 788 TB W14X90 PASS 42.56 T 789 TB W14X90 PASS 98.44 T 790 TB W14X90 PASS 96.41 T 791 TB W14X90 PASS 36.39 T 792 TB W14X90 PASS 15.32 T 793 TB W14X90 PASS 3.33 T 794 TB W14X90 PASS 29.13 T 795 TB W14X90 PASS 89.33 T 796 TB W14X90 PASS 87.94 T 797 TB W14X90 PASS 27.15 T 798 TB W14X90 PASS 33.79 T 799 TB W14X90 PASS 81.96 T 800 TB W14X90 PASS 44.33 T

-59.43 -399.91 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.600 206 -22.86 -665.53 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.678 206 -3.56 -793.52 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.678 206 3.56 -793.52 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.600 206 22.86 -665.53 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.439 206 59.43 -399.91 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.441 206 -60.23 -399.78 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.601 206 -23.84 -665.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.679 206 -4.40 -793.16 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.675 206 3.02 -792.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.597 206 22.81 -662.71 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.436 206 60.07 -395.38 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.443 206 -62.62 -399.59 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.613 206 -27.92 -671.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.709 206 -12.06 -814.53 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.725 206 -12.13 -833.74 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.599 206 -3.94 -705.52 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.280 206 14.62 -301.98 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.178 207 10.39 -184.31 0.00 (AISC SECTIONS) SHEAR-Y 0.391 206 7.02 -69.13 1.59

801 TB W14X90 PASS 90.20 T 802 TB W14X90 PASS 104.47 T 803 TB W14X90 PASS 84.44 T 804 TB W14X90 PASS 37.49 C 805 TB W14X90 PASS 35.64 C 806 TB W14X90 PASS 106.86 T 807 TB W14X90 PASS 138.28 T 808 TB W14X90 PASS 140.32 T 809 TB W14X90 PASS 113.48 T 810 TB W14X90 PASS 36.25 C 811 TB W14X90 PASS 37.98 C 812 TB W14X90 PASS 115.64 T 813 TB W14X90 PASS 143.90 T 814 TB W14X90 PASS 143.90 T 815 TB W14X90 PASS 115.64 T 816 TB W14X90 PASS 37.98 C 817 TB W14X90 PASS 36.25 C 818 TB W14X90 PASS 113.48 T 819 TB W14X90 PASS 140.32 T 820 TB W14X90

(AISC SECTIONS) SHEAR-Y 0.480 206 -2.71 -59.65 1.59 (AISC SECTIONS) SHEAR-Y 0.468 206 -16.40 -58.73 1.59 (AISC SECTIONS) SHEAR-Y 0.379 206 -29.06 -63.36 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.258 207 -38.92 -223.93 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.246 207 33.22 -221.99 0.00 (AISC SECTIONS) SHEAR-Y 0.375 206 19.43 -62.35 1.59 (AISC SECTIONS) SHEAR-Y 0.456 206 6.16 -56.50 1.59 (AISC SECTIONS) SHEAR-Y 0.456 206 -8.61 -56.50 1.59 (AISC SECTIONS) SHEAR-Y 0.376 206 -21.87 -62.68 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.251 207 -34.92 -224.74 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.250 207 34.17 -224.88 0.00 (AISC SECTIONS) SHEAR-Y 0.376 206 20.58 -62.71 1.59 (AISC SECTIONS) SHEAR-Y 0.457 206 7.35 -56.58 1.59 (AISC SECTIONS) SHEAR-Y 0.457 206 -7.35 -56.58 1.59 (AISC SECTIONS) SHEAR-Y 0.376 206 -20.58 -62.71 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.250 207 -34.17 -224.88 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.251 207 34.92 -224.74 0.00 (AISC SECTIONS) SHEAR-Y 0.376 206 21.87 -62.68 1.59 (AISC SECTIONS) SHEAR-Y 0.456 206 8.61 -56.50 1.59 (AISC SECTIONS)

821 TB

822 TB

823 TB

824 TB

825 TB

826 TB

827 TB

828 TB

829 TB

830 TB

831 TB

832 TB

833 TB

834 TB

835 TB

836 TB

837 TB

838 TB

839 TB

PASS 138.28 T W14X90 PASS 106.86 T W14X90 PASS 35.64 C W14X90 PASS 37.49 C W14X90 PASS 84.44 T W14X90 PASS 104.47 T W14X90 PASS 90.20 T W14X90 PASS 44.33 T W14X90 PASS 81.96 T W14X90 PASS 33.05 T W14X90 PASS 8.14 T W14X90 PASS 28.85 T W14X90 PASS 46.86 T W14X90 PASS 64.69 T W14X90 PASS 104.48 T W14X90 PASS 121.75 T W14X90 PASS 98.50 T W14X90 PASS 99.62 T W14X90 PASS 101.35 T W14X90 PASS

SHEAR-Y 0.456 206 -6.16 -56.50 1.59 (AISC SECTIONS) SHEAR-Y 0.375 206 -19.43 -62.35 1.59 (AISC SECTIONS) LRFD-H1-1B-C 0.246 207 -33.22 -221.99 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.258 207 38.92 -223.93 0.00 (AISC SECTIONS) SHEAR-Y 0.379 206 29.06 -63.36 1.59 (AISC SECTIONS) SHEAR-Y 0.468 206 16.40 -58.73 1.59 (AISC SECTIONS) SHEAR-Y 0.480 206 2.71 -59.65 1.59 (AISC SECTIONS) SHEAR-Y 0.391 206 -7.02 -69.13 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.178 207 -10.39 -184.31 0.00 (AISC SECTIONS) SHEAR-Y 0.168 206 -4.58 104.70 1.59 (AISC SECTIONS) SHEAR-Y 0.425 206 -5.67 287.35 1.59 (AISC SECTIONS) SHEAR-Y 0.515 206 -2.90 373.32 1.59 (AISC SECTIONS) SHEAR-Y 0.503 206 2.64 364.01 1.59 (AISC SECTIONS) SHEAR-Y 0.412 206 5.79 282.33 1.59 (AISC SECTIONS) SHEAR-Y 0.229 206 8.03 195.02 1.59 (AISC SECTIONS) SHEAR-Y 0.228 206 -8.94 194.90 1.59 (AISC SECTIONS) SHEAR-Y 0.407 206 -6.99 279.19 1.59 (AISC SECTIONS) SHEAR-Y 0.491 206 -3.95 355.82 1.59 (AISC SECTIONS) SHEAR-Y 0.491 206 1.60 356.26 1.59 (AISC SECTIONS) SHEAR-Y 0.409 206

103.70 T 840 TB W14X90 PASS 130.73 T 841 TB W14X90 PASS 132.11 T 842 TB W14X90 PASS 106.53 T 843 TB W14X90 PASS 105.71 T 844 TB W14X90 PASS 105.71 T 845 TB W14X90 PASS 106.53 T 846 TB W14X90 PASS 132.11 T 847 TB W14X90 PASS 130.73 T 848 TB W14X90 PASS 103.70 T 849 TB W14X90 PASS 101.35 T 850 TB W14X90 PASS 99.62 T 851 TB W14X90 PASS 98.50 T 852 TB W14X90 PASS 121.75 T 853 TB W14X90 PASS 104.48 T 854 TB W14X90 PASS 64.69 T 855 TB W14X90 PASS 46.86 T 856 TB W14X90 PASS 28.85 T 857 TB W14X90 PASS 8.14 T 858 TB W14X90 PASS 33.05 T

4.81 280.04 1.59 (AISC SECTIONS) SHEAR-Y 0.230 206 7.49 195.75 1.59 (AISC SECTIONS) SHEAR-Y 0.231 206 -8.55 196.05 1.59 (AISC SECTIONS) SHEAR-Y 0.409 206 -6.12 280.04 1.59 (AISC SECTIONS) SHEAR-Y 0.492 206 -2.84 356.31 1.59 (AISC SECTIONS) SHEAR-Y 0.492 206 2.84 356.31 1.59 (AISC SECTIONS) SHEAR-Y 0.409 206 6.12 280.04 1.59 (AISC SECTIONS) SHEAR-Y 0.231 206 8.55 196.05 1.59 (AISC SECTIONS) SHEAR-Y 0.230 206 -7.49 195.75 1.59 (AISC SECTIONS) SHEAR-Y 0.409 206 -4.81 280.04 1.59 (AISC SECTIONS) SHEAR-Y 0.491 206 -1.60 356.26 1.59 (AISC SECTIONS) SHEAR-Y 0.491 206 3.95 355.82 1.59 (AISC SECTIONS) SHEAR-Y 0.407 206 6.99 279.19 1.59 (AISC SECTIONS) SHEAR-Y 0.228 206 8.94 194.90 1.59 (AISC SECTIONS) SHEAR-Y 0.229 206 -8.03 195.02 1.59 (AISC SECTIONS) SHEAR-Y 0.412 206 -5.79 282.33 1.59 (AISC SECTIONS) SHEAR-Y 0.503 206 -2.64 364.01 1.59 (AISC SECTIONS) SHEAR-Y 0.515 206 2.90 373.32 1.59 (AISC SECTIONS) SHEAR-Y 0.425 206 5.67 287.35 1.59 (AISC SECTIONS) SHEAR-Y 0.168 206 4.58 104.70 1.59

859 ST W12X65 PASS 55.94 T 860 ST W12X65 PASS 129.54 T 861 ST W12X65 PASS 209.57 T 862 ST W12X65 PASS 173.49 T 863 ST W12X65 PASS 123.80 T 864 ST W12X65 PASS 38.95 T 865 ST W12X65 PASS 212.03 C 866 ST W12X65 PASS 241.38 C 867 ST W12X65 PASS 42.06 T 868 ST W12X65 PASS 122.97 T 869 ST W12X65 PASS 164.79 T 870 ST W12X65 PASS 137.19 T 871 ST W12X65 PASS 68.84 T 872 ST W12X65 PASS 271.84 C 873 ST W12X65 PASS 274.21 C 874 ST W12X65 PASS 78.09 T 875 ST W12X65 PASS 153.16 T 876 ST W12X65 PASS 187.79 T 877 ST W12X65 PASS 153.16 T 878 ST W12X65

(AISC SECTIONS) LRFD-H1-1B-T 0.108 206 -5.90 -21.60 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.118 206 5.03 -21.49 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.092 207 1.84 -14.48 1.67 (AISC SECTIONS) LRFD-H1-1B-T 0.090 206 6.21 -6.72 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.103 206 10.04 -5.93 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.140 206 12.84 -17.87 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.319 207 -8.69 72.63 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.314 207 -6.92 72.59 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.110 206 7.94 -17.75 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.071 206 5.26 -5.34 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.067 206 3.29 -5.69 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.085 206 6.94 -5.51 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.126 206 9.76 -17.61 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.321 207 -7.82 70.58 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.317 207 -7.00 70.58 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.123 206 9.03 -17.65 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.083 206 6.20 -5.54 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.067 206 2.53 -5.74 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.083 206 6.20 -5.54 5.00 (AISC SECTIONS)

879 ST

880 ST

881 ST

882 ST

883 ST

884 ST

885 ST

886 ST

887 ST

888 ST

889 ST

890 ST

891 ST

892 ST

893 ST

894 ST

895 ST

896 ST

897 ST

PASS 78.09 T W12X65 PASS 274.21 C W12X65 PASS 271.84 C W12X65 PASS 68.84 T W12X65 PASS 137.19 T W12X65 PASS 164.79 T W12X65 PASS 122.97 T W12X65 PASS 42.06 T W12X65 PASS 241.38 C W12X65 PASS 212.03 C W12X65 PASS 38.95 T W12X65 PASS 123.80 T W12X65 PASS 173.49 T W12X65 PASS 209.57 T W12X65 PASS 129.54 T W12X65 PASS 55.94 T W12X65 PASS 65.14 T W12X65 PASS 132.91 T W12X65 PASS 147.55 T W12X65 PASS

LRFD-H1-1B-T 0.123 206 9.03 -17.65 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.317 207 -7.00 70.58 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.321 207 -7.82 70.58 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.126 206 9.76 -17.61 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.085 206 6.94 -5.51 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.067 206 3.29 -5.69 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.071 206 5.26 -5.34 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.110 206 7.94 -17.75 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.314 207 -6.92 72.59 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.319 207 -8.69 72.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.140 206 12.84 -17.87 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.103 206 10.04 -5.93 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 206 6.21 -6.72 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.092 207 1.84 -14.48 3.33 (AISC SECTIONS) LRFD-H1-1B-T 0.118 206 5.03 -21.49 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.108 206 -5.90 -21.60 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.111 207 3.72 -26.75 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.125 206 2.70 -28.45 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.100 212 1.86 -21.09 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 207

130.57 T 898 ST W12X65 PASS 69.82 T 899 ST W12X65 PASS 47.33 C 900 ST W12X65 PASS 139.55 C 901 ST W12X65 PASS 155.82 C 902 ST W12X65 PASS 99.93 C 903 ST W12X65 PASS 15.79 C 904 ST W12X65 PASS 104.62 T 905 ST W12X65 PASS 21.76 C 906 ST W12X65 PASS 112.90 C 907 ST W12X65 PASS 181.74 C 908 ST W12X65 PASS 182.40 C 909 ST W12X65 PASS 115.36 C 910 ST W12X65 PASS 26.38 C 911 ST W12X65 PASS 115.72 T 912 ST W12X65 PASS 26.38 C 913 ST W12X65 PASS 115.36 C 914 ST W12X65 PASS 182.40 C 915 ST W12X65 PASS 181.74 C 916 ST W12X65 PASS 112.90 C

-5.96 -9.75 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.103 207 -8.83 -11.76 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.162 207 -13.12 -23.23 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.431 207 -13.33 106.91 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.410 207 -9.37 106.88 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.150 207 -9.30 -22.90 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 207 -4.77 -11.43 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.064 206 3.16 -8.55 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.080 207 -6.56 -11.48 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.164 207 -11.04 -23.17 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.422 207 -11.21 105.11 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.417 207 -10.26 105.11 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.159 207 -10.09 -23.19 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.075 207 -5.63 -11.52 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.063 206 -0.92 -12.44 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.075 207 -5.63 -11.52 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.159 207 -10.09 -23.19 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.417 207 -10.26 105.11 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.422 207 -11.21 105.11 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.164 207 -11.04 -23.17 0.00

917 ST W12X65 PASS 21.76 C 918 ST W12X65 PASS 104.62 T 919 ST W12X65 PASS 15.79 C 920 ST W12X65 PASS 99.93 C 921 ST W12X65 PASS 155.82 C 922 ST W12X65 PASS 139.55 C 923 ST W12X65 PASS 47.33 C 924 ST W12X65 PASS 69.82 T 925 ST W12X65 PASS 130.57 T 926 ST W12X65 PASS 147.55 T 927 ST W12X65 PASS 132.91 T 928 ST W12X65 PASS 65.14 T 929 ST W12X65 PASS 65.27 T 930 ST W12X65 PASS 132.99 T 931 ST W12X65 PASS 147.47 T 932 ST W12X65 PASS 130.42 T 933 ST W12X65 PASS 69.75 T 934 ST W12X65 PASS 47.24 C 935 ST W12X65 PASS 139.55 C 936 ST W12X65

(AISC SECTIONS) LRFD-H1-1B-C 0.080 207 -6.56 -11.48 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.064 206 3.16 -8.55 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 207 -4.77 -11.43 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.150 207 -9.30 -22.90 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.410 207 -9.37 106.88 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.431 207 -13.33 106.91 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.162 207 -13.12 -23.23 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.103 207 -8.83 -11.76 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 207 -5.96 -9.75 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.100 212 1.86 -21.09 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.125 206 2.70 -28.45 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.111 207 3.72 -26.75 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.133 206 -3.67 -34.82 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.114 207 -2.67 -24.75 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.111 211 -1.83 -24.73 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 206 5.88 -9.94 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.110 206 8.69 -14.62 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.158 206 12.96 -22.36 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.422 206 13.24 104.08 5.00 (AISC SECTIONS)

937 ST

938 ST

939 ST

940 ST

941 ST

942 ST

943 ST

944 ST

945 ST

946 ST

947 ST

948 ST

949 ST

950 ST

951 ST

952 ST

953 ST

954 ST

955 ST

PASS 155.84 C W12X65 PASS 99.84 C W12X65 PASS 15.84 C W12X65 PASS 104.61 T W12X65 PASS 21.81 C W12X65 PASS 112.80 C W12X65 PASS 181.75 C W12X65 PASS 182.41 C W12X65 PASS 115.25 C W12X65 PASS 26.43 C W12X65 PASS 115.72 T W12X65 PASS 26.43 C W12X65 PASS 115.25 C W12X65 PASS 182.41 C W12X65 PASS 181.75 C W12X65 PASS 112.80 C W12X65 PASS 21.81 C W12X65 PASS 104.61 T W12X65 PASS 15.84 C W12X65 PASS

LRFD-H1-1B-C 0.402 206 9.36 104.06 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.146 206 9.21 -22.01 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.075 206 4.70 -14.18 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.064 207 -3.14 -8.58 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.088 206 6.47 -14.20 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.161 206 10.92 -22.33 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.414 206 11.15 102.30 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.408 206 10.23 102.29 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.156 206 9.98 -22.34 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.083 206 5.55 -14.24 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.063 207 0.92 -12.47 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.083 206 5.55 -14.24 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.156 206 9.98 -22.34 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.408 206 10.23 102.29 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.414 206 11.15 102.30 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.161 206 10.92 -22.33 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.088 206 6.47 -14.20 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.064 207 -3.14 -8.58 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.075 206 4.70 -14.18 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.146 206

99.84 C 956 ST W12X65 PASS 155.84 C 957 ST W12X65 PASS 139.55 C 958 ST W12X65 PASS 47.24 C 959 ST W12X65 PASS 69.75 T 960 ST W12X65 PASS 130.42 T 961 ST W12X65 PASS 147.47 T 962 ST W12X65 PASS 132.99 T 963 ST W12X65 PASS 65.27 T 964 ST W12X65 PASS 55.97 T 965 ST W12X65 PASS 129.32 T 966 ST W12X65 PASS 209.52 T 967 ST W12X65 PASS 173.28 T 968 ST W12X65 PASS 123.67 T 969 ST W12X65 PASS 38.86 T 970 ST W12X65 PASS 212.16 C 971 ST W12X65 PASS 241.49 C 972 ST W12X65 PASS 41.98 T 973 ST W12X65 PASS 122.89 T 974 ST W12X65 PASS 164.68 T

9.21 -22.01 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.402 206 9.36 104.06 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.422 206 13.24 104.08 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.158 206 12.96 -22.36 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.110 206 8.69 -14.62 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 206 5.88 -9.94 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.111 211 -1.83 -24.73 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.114 207 -2.67 -24.75 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.133 206 -3.67 -34.82 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.108 207 5.91 -21.62 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.118 207 -5.03 -21.48 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.092 206 -1.84 -14.36 1.67 (AISC SECTIONS) LRFD-H1-1B-T 0.090 207 -6.22 -6.66 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.104 207 -10.05 -6.33 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.137 207 -12.86 -16.66 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.314 206 8.70 71.20 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.310 206 6.92 71.16 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.106 207 -7.94 -16.55 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.072 207 -5.26 -5.73 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.067 207 -3.30 -5.67 5.00

975 ST W12X65 PASS 137.12 T 976 ST W12X65 PASS 68.77 T 977 ST W12X65 PASS 271.91 C 978 ST W12X65 PASS 274.28 C 979 ST W12X65 PASS 78.02 T 980 ST W12X65 PASS 153.09 T 981 ST W12X65 PASS 187.69 T 982 ST W12X65 PASS 153.09 T 983 ST W12X65 PASS 78.02 T 984 ST W12X65 PASS 274.28 C 985 ST W12X65 PASS 271.91 C 986 ST W12X65 PASS 68.77 T 987 ST W12X65 PASS 137.12 T 988 ST W12X65 PASS 164.68 T 989 ST W12X65 PASS 122.89 T 990 ST W12X65 PASS 41.98 T 991 ST W12X65 PASS 241.49 C 992 ST W12X65 PASS 212.16 C 993 ST W12X65 PASS 38.86 T 994 ST W12X65

(AISC SECTIONS) LRFD-H1-1B-T 0.086 207 -6.94 -5.90 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.122 207 -9.78 -16.43 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.317 206 7.82 69.16 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.313 206 7.00 69.16 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.119 207 -9.05 -16.46 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.084 207 -6.20 -5.92 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.067 207 -2.53 -5.73 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.084 207 -6.20 -5.92 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.119 207 -9.05 -16.46 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.313 206 7.00 69.16 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.317 206 7.82 69.16 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.122 207 -9.78 -16.43 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.086 207 -6.94 -5.90 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.067 207 -3.30 -5.67 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.072 207 -5.26 -5.73 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.106 207 -7.94 -16.55 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.310 206 6.92 71.16 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.314 206 8.70 71.20 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.137 207 -12.86 -16.66 0.00 (AISC SECTIONS)

995 ST

996 ST

997 ST

998 ST

999 ST

1000 ST

1001 ST

1002 ST

1003 ST

1004 ST

1005 ST

1006 ST

1007 ST

1008 ST

1009 ST

1010 ST

1011 ST

1012 ST

1013 ST

PASS 123.67 T W12X65 PASS 173.28 T W12X65 PASS 209.52 T W12X65 PASS 129.32 T W12X65 PASS 55.97 T W12X35 PASS 23.64 C W12X35 PASS 165.71 T W12X35 PASS 64.47 T W12X35 PASS 114.13 T W12X35 PASS 109.07 T W12X35 PASS 101.87 T W12X35 PASS 68.39 T W12X35 PASS 119.78 T W12X35 PASS 103.11 T W12X35 PASS 75.29 T W12X35 PASS 34.82 C W12X35 PASS 182.14 T W12X35 PASS 34.67 C W12X35 PASS 182.23 T W12X35 PASS

LRFD-H1-1B-T 0.104 207 -10.05 -6.33 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 207 -6.22 -6.66 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.092 206 -1.84 -14.36 3.33 (AISC SECTIONS) LRFD-H1-1B-T 0.118 207 -5.03 -21.48 5.00 (AISC SECTIONS) LRFD-H1-1B-T 0.108 207 5.91 -21.62 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.142 206 -0.94 -19.20 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.161 206 0.94 14.61 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.135 207 0.81 -16.61 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.134 206 0.91 13.12 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.109 207 0.94 -8.82 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.082 206 0.81 5.02 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 206 -1.02 -6.57 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.162 206 1.06 -17.09 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.129 207 0.85 13.07 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.140 206 0.88 -16.50 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.144 207 -0.86 -19.08 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.156 206 -0.84 13.18 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.145 206 -0.86 -19.18 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.156 207 -0.84 13.27 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.140 207

75.37 T 1014 ST W12X35 PASS 103.15 T 1015 ST W12X35 PASS 120.31 T 1016 ST W12X35 PASS 91.17 T 1017 ST W12X35 PASS 102.23 T 1018 ST W12X35 PASS 108.74 T 1019 ST W12X35 PASS 114.09 T 1020 ST W12X35 PASS 64.38 T 1021 ST W12X35 PASS 23.80 C 1022 ST W12X35 PASS 165.59 T 1023 ST W12X35 PASS 98.26 T 1024 ST W12X35 PASS 204.25 T 1025 ST W12X35 PASS 99.95 T 1026 ST W12X35 PASS 126.59 T 1027 ST W12X35 PASS 102.21 T 1028 ST W12X35 PASS 127.34 T 1029 ST W12X35 PASS 137.63 T 1030 ST W12X35 PASS 91.92 T 1031 ST W12X35 PASS 137.24 T 1032 ST W12X35 PASS 88.82 T

0.88

-16.58 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.129 206 0.85 13.14 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.115 207 1.04 -8.79 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.077 206 0.72 5.04 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.128 207 0.82 -12.99 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.196 206 0.53 -25.99 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.134 207 0.91 13.04 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.135 206 0.81 -16.53 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.141 207 -0.94 -19.10 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.160 207 0.94 14.51 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.096 206 -1.09 -6.44 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.089 207 -0.53 1.29 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.096 206 -0.95 -6.96 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.071 207 -0.77 1.65 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.084 206 -0.88 -5.01 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.067 207 -0.88 -0.40 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.124 206 -1.02 -9.33 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.132 207 -0.78 -14.51 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.077 206 -0.85 1.76 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.091 207 -0.88 -6.98 2.62

1033 ST W12X35 PASS 86.83 T 1034 ST W12X35 PASS 214.48 T 1035 ST W12X35 PASS 86.93 T 1036 ST W12X35 PASS 214.57 T 1037 ST W12X35 PASS 88.89 T 1038 ST W12X35 PASS 137.40 T 1039 ST W12X35 PASS 91.32 T 1040 ST W12X35 PASS 138.42 T 1041 ST W12X35 PASS 126.90 T 1042 ST W12X35 PASS 102.59 T 1043 ST W12X35 PASS 126.43 T 1044 ST W12X35 PASS 99.89 T 1045 ST W12X35 PASS 98.15 T 1046 ST W12X35 PASS 204.16 T 1047 ST W12X35 PASS 222.68 T 1048 ST W12X35 PASS 156.61 T 1049 ST W12X35 PASS 164.93 T 1050 ST W12X35 PASS 143.78 T 1051 ST W12X35 PASS 135.73 T 1052 ST W12X35

(AISC SECTIONS) LRFD-H1-1B-T 0.089 207 -0.97 -6.52 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.097 206 -0.69 1.45 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.089 206 -0.97 -6.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.097 207 -0.69 1.34 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 206 -0.88 -6.91 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.077 207 -0.85 1.70 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.078 206 -0.80 -4.96 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.072 207 -0.96 -0.36 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.167 206 -0.42 -20.31 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.147 207 -0.71 -16.96 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.071 206 -0.76 1.71 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.096 207 -0.95 -7.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.096 207 -1.08 -6.56 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.089 206 -0.53 1.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.113 206 -1.16 -1.62 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.082 207 -0.47 -3.15 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.089 206 -0.98 -1.68 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 207 -0.77 -3.12 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.080 206 -0.94 -2.08 2.62 (AISC SECTIONS)

1053 ST

1054 ST

1055 ST

1056 ST

1057 ST

1058 ST

1059 ST

1060 ST

1061 ST

1062 ST

1063 ST

1064 ST

1065 ST

1066 ST

1067 ST

1068 ST

1069 ST

1070 ST

1071 ST


LRFD-H1-1B-T 0.091 207 -0.85 -2.75 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.138 206 -1.03 -9.62 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.114 207 -0.80 -9.34 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.090 206 -0.84 -3.07 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.083 207 -0.90 -1.63 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.105 207 -1.03 -1.57 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.089 206 -0.63 -3.09 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.105 206 -1.03 -1.57 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.089 207 -0.63 -3.10 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.083 206 -0.90 -1.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 207 -0.84 -3.07 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.075 206 -0.89 -2.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.096 207 -0.90 -2.70 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.144 206 0.50 -13.61 1.75 (AISC SECTIONS) LRFD-H1-1B-T 0.147 207 -0.97 -13.74 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 206 -0.77 -3.12 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.089 207 -0.98 -1.68 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.113 207 -1.16 -1.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.082 206 -0.47 -3.15 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.246 206

314.06 T 1072 ST W12X35 PASS 112.24 C 1073 ST W12X35 PASS 205.02 T 1074 ST W12X35 PASS 136.24 T 1075 ST W12X35 PASS 174.85 T 1076 ST W12X35 PASS 224.30 T 1077 ST W12X35 PASS 234.65 T 1078 ST W12X35 PASS 112.25 C 1079 ST W12X35 PASS 146.96 T 1080 ST W12X35 PASS 193.79 T 1081 ST W12X35 PASS 302.50 T 1082 ST W12X35 PASS 123.84 C 1083 ST W12X35 PASS 302.57 T 1084 ST W12X35 PASS 123.73 C 1085 ST W12X35 PASS 193.95 T 1086 ST W12X35 PASS 147.21 T 1087 ST W12X35 PASS 164.04 T 1088 ST W12X35 PASS 235.59 T 1089 ST W12X35 PASS 223.89 T 1090 ST W12X35 PASS 123.56 C

-1.15 2.00 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.116 206 1.15 -6.62 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.106 206 -0.95 2.45 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.105 207 -0.87 -6.80 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.082 206 -0.84 0.44 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.125 207 -0.99 -4.55 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.174 206 -1.26 -11.39 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.112 206 0.82 -7.42 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.109 206 -0.89 -6.76 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.101 207 -0.90 2.51 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.237 207 -1.04 2.12 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.118 207 1.04 -6.64 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.237 206 -1.04 2.05 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.118 206 1.04 -6.57 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.101 206 -0.90 2.49 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.109 207 -0.89 -6.75 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.077 206 -0.78 0.48 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.130 207 -1.04 -4.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.174 206 0.69 -14.58 1.97 (AISC SECTIONS) LRFD-H1-1B-C 0.167 206 1.47 -13.46 2.62

1091 ST W12X35 PASS 135.99 T 1092 ST W12X35 PASS 204.86 T 1093 ST W12X35 PASS 313.99 T 1094 ST W12X35 PASS 112.35 C 1095 ST W12X35 PASS 326.99 T 1096 ST W12X35 PASS 256.48 C 1097 ST W12X35 PASS 186.80 C 1098 ST W12X35 PASS 170.36 C 1099 ST W12X35 PASS 256.48 C 1100 ST W12X35 PASS 305.36 T 1101 ST W12X35 PASS 316.35 T 1102 ST W12X35 PASS 244.48 C 1103 ST W12X35 PASS 181.37 C 1104 ST W12X35 PASS 175.32 C 1105 ST W12X35 PASS 315.85 T 1106 ST W12X35 PASS 267.78 C 1107 ST W12X35 PASS 315.84 T 1108 ST W12X35 PASS 267.64 C 1109 ST W12X35 PASS 175.63 C 1110 ST W12X35

(AISC SECTIONS) LRFD-H1-1B-T 0.105 206 -0.87 -6.81 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.106 207 -0.95 2.46 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.247 207 -1.15 2.07 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.116 207 1.15 -6.69 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.292 206 -0.97 10.13 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.325 206 0.97 -14.72 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.155 207 0.98 8.35 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.176 206 0.93 -13.74 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.266 207 1.19 1.97 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.264 207 -1.19 -6.57 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.315 206 -1.58 -13.54 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.271 206 0.87 -6.53 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.181 207 0.91 -13.80 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.149 206 0.93 8.42 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.285 207 -0.94 10.32 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.335 207 0.93 -14.87 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.284 206 -0.94 10.15 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.334 206 0.93 -14.70 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.149 207 0.93 8.38 0.00 (AISC SECTIONS)

1111 ST

1112 ST

1113 ST

1114 ST

1115 ST

1116 ST

1117 ST

1118 ST

1119 ST

1120 ST

1121 ST

1122 ST

1123 ST

1124 ST

1125 ST

1126 ST

1127 ST

1128 ST

1129 ST

PASS 181.44 C W12X35 PASS 244.71 C W12X35 PASS 317.12 T W12X35 PASS 304.73 T W12X35 PASS 256.68 C W12X35 PASS 170.29 C W12X35 PASS 186.48 C W12X35 PASS 327.00 T W12X35 PASS 256.63 C W12X35 PASS 310.20 C W12X35 PASS 337.64 C W12X35 PASS 290.66 C W12X35 PASS 249.07 C W12X35 PASS 433.09 C W12X35 PASS 265.16 C W12X35 PASS 277.15 C W12X35 PASS 423.25 C W12X35 PASS 260.13 C W12X35 PASS 279.31 C W12X35 PASS

LRFD-H1-1B-C 0.181 206 0.91 -13.71 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.256 207 1.22 2.00 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.273 207 -1.22 -6.53 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.319 206 1.10 -17.96 2.40 (AISC SECTIONS) LRFD-H1-1A-C 0.334 206 1.81 -12.86 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.177 207 0.93 -13.83 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.155 206 0.98 8.39 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.293 207 -0.97 10.30 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.326 207 0.97 -14.89 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.369 207 1.73 10.67 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.407 206 0.59 -18.11 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.342 207 1.06 11.55 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.327 206 0.95 -16.52 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.437 207 0.65 6.82 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.315 206 1.31 -9.80 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.348 207 1.67 12.57 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.446 206 0.07 12.91 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.334 207 0.96 -15.99 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.327 206 0.95 11.12 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.350 206

297.73 C 1130 ST W12X35 PASS 347.75 C 1131 ST W12X35 PASS 297.51 C 1132 ST W12X35 PASS 347.98 C 1133 ST W12X35 PASS 279.42 C 1134 ST W12X35 PASS 260.21 C 1135 ST W12X35 PASS 422.97 C 1136 ST W12X35 PASS 277.32 C 1137 ST W12X35 PASS 264.99 C 1138 ST W12X35 PASS 432.93 C 1139 ST W12X35 PASS 248.98 C 1140 ST W12X35 PASS 290.56 C 1141 ST W12X35 PASS 310.42 C 1142 ST W12X35 PASS 337.40 C 1143 ST W12X35 PASS 226.02 C 1144 ST W12X35 PASS 286.48 C 1145 ST W12X35 PASS 130.04 C 1146 ST W12X35 PASS 228.34 C 1147 ST W12X35 PASS 161.79 C 1148 ST W12X35 PASS 334.57 C

1.46 10.28 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.415 207 0.68 -17.61 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.352 207 1.46 10.70 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.417 206 0.68 -18.09 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.329 207 0.95 11.57 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.337 206 0.96 -16.51 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.424 207 0.46 6.82 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.329 206 1.41 -9.80 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.335 207 -0.65 -16.68 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.792 206 2.52 69.70 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.324 207 0.95 -16.00 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.339 206 1.06 11.10 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.367 206 1.72 10.25 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.404 207 0.59 -17.63 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.297 212 0.64 -15.98 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.347 207 -1.70 10.54 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.173 206 -0.95 -16.32 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.286 207 -1.08 11.45 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.160 206 -1.34 -9.66 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.348 207 -0.64 6.81 2.62

1149 ST W12X35 PASS 325.00 C 1150 ST W12X35 PASS 174.10 C 1151 ST W12X35 PASS 217.08 C 1152 ST W12X35 PASS 141.30 C 1153 ST W12X35 PASS 225.08 C 1154 ST W12X35 PASS 274.01 C 1155 ST W12X35 PASS 225.35 C 1156 ST W12X35 PASS 273.86 C 1157 ST W12X35 PASS 141.20 C 1158 ST W12X35 PASS 217.04 C 1159 ST W12X35 PASS 174.04 C 1160 ST W12X35 PASS 324.49 C 1161 ST W12X35 PASS 334.51 C 1162 ST W12X35 PASS 162.58 C 1163 ST W12X35 PASS 228.38 C 1164 ST W12X35 PASS 130.13 C 1165 ST W12X35 PASS 225.83 C 1166 ST W12X35 PASS 286.62 C 1167 ST W12X35 PASS 169.83 C 1168 ST W12X35

(AISC SECTIONS) LRFD-H1-1A-C 0.361 206 -0.17 12.99 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.188 207 -1.56 12.72 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.183 206 -0.96 11.03 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.176 207 -0.97 -15.79 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.304 207 -0.70 -17.41 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.328 206 -1.42 10.15 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.307 206 -0.70 -17.89 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.329 207 -1.42 10.57 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.179 206 -0.97 -16.30 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.185 207 -0.96 11.48 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.168 206 -1.46 -9.66 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.335 207 -0.43 6.82 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.692 206 -2.01 69.68 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.175 207 -1.26 12.69 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.283 206 -1.08 11.01 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.171 207 -0.95 -15.80 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.294 211 0.64 -15.55 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.345 206 -1.69 10.12 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.184 207 0.96 -15.00 2.62 (AISC SECTIONS)

1169 ST

1170 ST

1171 ST

1172 ST

1173 ST

1174 ST

1175 ST

1176 ST

1177 ST

1178 ST

1179 ST

1180 ST

1181 ST

1182 ST

1183 ST

1184 ST

1185 ST

1186 ST

1187 ST

PASS 213.33 T W12X35 PASS 54.48 C W12X35 PASS 141.50 C W12X35 PASS 179.47 T W12X35 PASS 168.15 C W12X35 PASS 156.22 C W12X35 PASS 190.81 T W12X35 PASS 130.08 C W12X35 PASS 65.72 C W12X35 PASS 158.80 C W12X35 PASS 202.11 T W12X35 PASS 158.80 C W12X35 PASS 202.12 T W12X35 PASS 65.62 C W12X35 PASS 130.25 C W12X35 PASS 191.33 T W12X35 PASS 156.29 C W12X35 PASS 168.52 C W12X35 PASS 178.98 T W12X35 PASS

LRFD-H1-1B-T 0.152 206 1.00 9.90 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.124 206 -0.95 -13.55 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.135 207 -1.03 8.20 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.127 207 1.25 -6.50 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.117 207 -1.24 1.90 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.132 206 -1.03 -6.44 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.175 206 1.47 -13.34 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.128 206 -0.95 8.27 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.129 207 -0.94 -13.61 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.177 206 0.84 -15.10 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.148 207 0.96 10.10 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.176 207 0.84 -14.97 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.147 206 0.96 9.93 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.128 206 -0.94 -13.52 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.128 207 -0.95 8.23 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.131 207 1.25 -6.46 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.112 207 -1.25 1.93 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.177 206 -1.23 -12.64 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.176 206 -0.74 -17.39 2.19 (AISC SECTIONS) LRFD-H1-1B-C 0.135 206

141.33 C 1188 ST W12X35 PASS 54.58 C 1189 ST W12X35 PASS 169.83 C 1190 ST W12X35 PASS 213.31 T 1191 ST W12X35 PASS 60.57 C 1192 ST W12X35 PASS 203.62 T 1193 ST W12X35 PASS 27.80 T 1194 ST W12X35 PASS 86.14 T 1195 ST W12X35 PASS 81.22 T 1196 ST W12X35 PASS 36.91 C 1197 ST W12X35 PASS 25.84 C 1198 ST W12X35 PASS 92.08 T 1199 ST W12X35 PASS 75.03 T 1200 ST W12X35 PASS 16.60 T 1201 ST W12X35 PASS 50.08 C 1202 ST W12X35 PASS 191.97 T 1203 ST W12X35 PASS 50.10 C 1204 ST W12X35 PASS 192.04 T 1205 ST W12X35 PASS 16.67 T 1206 ST W12X35 PASS 75.01 T

-1.03 8.24 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.124 207 -0.95 -13.64 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.185 206 0.96 -15.12 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.153 207 1.00 10.07 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.078 207 0.67 -6.08 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.106 206 1.19 1.51 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.070 206 -0.97 -6.60 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.064 206 0.97 2.00 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.078 207 1.09 -4.30 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.045 207 -1.08 -0.31 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.078 206 -1.02 -7.28 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.121 206 1.18 -10.92 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.059 207 0.93 2.06 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.065 207 -0.92 -6.58 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.073 206 0.66 -6.09 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.100 207 1.08 1.62 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.073 207 0.66 -6.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.100 206 1.08 1.55 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.065 206 -0.92 -6.56 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.059 206 0.93 2.04 0.00

1207 ST W12X35 PASS 92.71 T 1208 ST W12X35 PASS 25.41 C 1209 ST W12X35 PASS 37.40 C 1210 ST W12X35 PASS 58.94 T 1211 ST W12X35 PASS 86.16 T 1212 ST W12X35 PASS 27.73 T 1213 ST W12X35 PASS 60.55 C 1214 ST W12X35 PASS 203.55 T 1215 ST W12X35 PASS 147.56 T 1216 ST W12X35 PASS 115.36 T 1217 ST W12X35 PASS 95.65 T 1218 ST W12X35 PASS 49.93 T 1219 ST W12X35 PASS 77.99 T 1220 ST W12X35 PASS 40.55 T 1221 ST W12X35 PASS 51.19 T 1222 ST W12X35 PASS 67.43 T 1223 ST W12X35 PASS 38.75 T 1224 ST W12X35 PASS 84.37 T 1225 ST W12X35 PASS 135.86 T 1226 ST W12X35

(AISC SECTIONS) LRFD-H1-1B-T 0.082 207 1.11 -4.26 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.040 207 -1.10 -0.27 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.111 206 -0.81 -13.24 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.118 207 -0.67 -14.53 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.064 207 0.97 2.02 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.070 207 -0.97 -6.62 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.078 206 0.68 -6.14 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.106 207 1.19 1.57 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.093 206 -1.23 -2.33 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.082 206 1.23 -2.29 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.070 206 -1.01 -2.32 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.054 206 1.01 -2.29 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.062 206 -0.94 -2.30 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.051 207 -1.00 -2.28 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.091 206 -1.03 -8.59 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.093 207 -0.87 -8.78 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.049 207 0.95 -2.25 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.064 207 -0.95 -2.27 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 207 -1.09 -2.28 2.62 (AISC SECTIONS)

1227 ST

1228 ST

1229 ST

1230 ST

1231 ST

1232 ST

1233 ST

1234 ST

1235 ST

1236 ST

1237 ST

1238 ST

1239 ST

1240 ST

1241 ST

1242 ST

1243 ST

1244 ST

1245 ST

PASS 103.66 T W12X35 PASS 135.91 T W12X35 PASS 103.71 T W12X35 PASS 84.45 T W12X35 PASS 38.73 T W12X35 PASS 66.91 T W12X35 PASS 51.81 T W12X35 PASS 40.05 T W12X35 PASS 78.35 T W12X35 PASS 49.95 T W12X35 PASS 95.58 T W12X35 PASS 147.51 T W12X35 PASS 115.30 T W12X35 PASS 245.81 T W12X35 PASS 14.21 C W12X35 PASS 137.53 T W12X35 PASS 39.14 T W12X35 PASS 85.39 C W12X35 PASS 125.67 T W12X35 PASS

LRFD-H1-1B-T 0.074 207 1.09 -2.24 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 206 -1.09 -2.28 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.074 206 1.09 -2.24 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.064 206 -0.95 -2.27 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.049 206 0.95 -2.25 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.057 206 -0.91 -2.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.054 207 -1.00 -2.23 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.096 206 -0.44 -12.68 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.118 207 -0.75 -13.03 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.054 207 1.01 -2.29 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.070 207 -1.01 -2.32 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.093 207 -1.23 -2.33 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.082 207 1.23 -2.29 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.120 206 -1.21 1.46 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.070 206 1.21 -6.07 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.081 206 -0.99 1.95 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.072 207 -0.98 -6.22 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.067 207 1.09 -0.37 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.093 207 -1.10 -4.24 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.138 206

136.44 T 1246 ST W12X35 PASS 74.20 C 1247 ST W12X35 PASS 50.15 T 1248 ST W12X35 PASS 126.29 T 1249 ST W12X35 PASS 234.13 T 1250 ST W12X35 PASS 25.90 C 1251 ST W12X35 PASS 234.20 T 1252 ST W12X35 PASS 25.83 C 1253 ST W12X35 PASS 126.37 T 1254 ST W12X35 PASS 50.29 T 1255 ST W12X35 PASS 73.89 C 1256 ST W12X35 PASS 137.17 T 1257 ST W12X35 PASS 125.24 T 1258 ST W12X35 PASS 85.83 C 1259 ST W12X35 PASS 39.00 T 1260 ST W12X35 PASS 137.46 T 1261 ST W12X35 PASS 245.75 T 1262 ST W12X35 PASS 14.28 C 1263 ST W12X35 PASS 268.54 T 1264 ST W12X35 PASS 150.84 C

-1.25 -10.89 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.098 206 0.97 -7.34 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.074 206 -0.93 -6.19 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.077 207 -0.94 2.02 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.114 207 -1.08 1.57 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.072 207 1.08 -6.09 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.114 206 -1.08 1.50 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.072 206 1.08 -6.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.077 206 -0.94 2.00 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.074 207 -0.93 -6.17 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.062 207 1.10 -0.33 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.097 207 -1.11 -4.20 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.131 206 0.49 -13.70 1.97 (AISC SECTIONS) LRFD-H1-1B-C 0.139 206 1.04 -13.32 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.072 206 -0.98 -6.23 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.081 207 -0.99 1.97 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.121 207 -1.21 1.53 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.070 207 1.21 -6.14 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.171 206 -1.04 9.85 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.174 206 1.04 -14.44 2.62

1265 ST W12X35 PASS 187.01 C 1266 ST W12X35 PASS 93.78 C 1267 ST W12X35 PASS 217.76 C 1268 ST W12X35 PASS 221.15 T 1269 ST W12X35 PASS 232.44 T 1270 ST W12X35 PASS 205.68 C 1271 ST W12X35 PASS 104.98 C 1272 ST W12X35 PASS 175.50 C 1273 ST W12X35 PASS 257.26 T 1274 ST W12X35 PASS 162.23 C 1275 ST W12X35 PASS 257.26 T 1276 ST W12X35 PASS 162.12 C 1277 ST W12X35 PASS 175.75 C 1278 ST W12X35 PASS 104.98 C 1279 ST W12X35 PASS 205.87 C 1280 ST W12X35 PASS 233.04 T 1281 ST W12X35 PASS 220.51 T 1282 ST W12X35 PASS 218.09 C 1283 ST W12X35 PASS 93.78 C 1284 ST W12X35

(AISC SECTIONS) LRFD-H1-1B-C 0.155 207 1.05 8.10 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.142 206 0.98 -13.50 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.139 207 1.26 1.85 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.142 207 -1.26 -6.45 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.191 206 -1.54 -13.40 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.153 206 0.99 -6.54 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.147 207 0.96 -13.56 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.148 206 0.95 8.17 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.167 207 -0.98 10.04 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.179 207 0.97 -14.59 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.166 206 -0.98 9.87 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.178 206 0.97 -14.42 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.148 207 0.95 8.13 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.146 206 0.96 -13.47 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.134 207 1.26 1.89 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.145 207 -1.26 -6.41 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.195 206 0.89 -17.66 2.40 (AISC SECTIONS) LRFD-H1-1B-C 0.206 206 1.44 -12.93 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.142 207 0.98 -13.59 0.00 (AISC SECTIONS)

1285 ST

1286 ST

1287 ST

1288 ST

1289 ST

1290 ST

1291 ST

1292 ST

1293 ST

1294 ST

1295 ST

1296 ST

1297 ST

1298 ST

1299 ST

1300 ST

1301 ST

1302 ST

1303 ST

PASS 186.77 C W12X35 PASS 268.54 T W12X35 PASS 150.95 C W12X35 PASS 320.44 C W12X35 PASS 232.62 C W12X35 PASS 276.80 C W12X35 PASS 169.93 C W12X35 PASS 389.01 C W12X35 PASS 209.06 C W12X35 PASS 221.27 C W12X35 PASS 379.17 C W12X35 PASS 181.17 C W12X35 PASS 265.43 C W12X35 PASS 308.02 C W12X35 PASS 242.90 C W12X35 PASS 307.85 C W12X35 PASS 243.15 C W12X35 PASS 265.49 C W12X35 PASS 181.18 C W12X35 PASS

LRFD-H1-1B-C 0.155 206 1.05 8.14 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.172 207 -1.04 10.02 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.175 207 1.04 -14.61 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.378 207 1.69 10.68 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.314 206 0.69 -18.13 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.330 207 1.10 11.55 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.193 206 1.00 -16.46 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.398 207 0.68 6.78 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.182 206 1.35 -9.76 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.208 207 1.64 12.18 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.407 206 0.16 12.66 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.195 207 1.00 -15.93 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.315 206 0.95 11.13 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.358 206 1.40 10.30 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.322 207 0.73 -17.63 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.360 207 1.40 10.71 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.325 206 0.73 -18.11 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.317 207 0.95 11.57 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.198 206 1.00 -16.44 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.384 207


0.48 6.78 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.190 206 1.46 -9.76 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.196 207 -0.33 -16.78 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.739 206 2.19 68.58 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.190 207 1.00 -15.94 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.328 206 1.10 11.10 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.376 206 1.69 10.26 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.312 207 0.69 -17.65 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.305 212 0.62 -16.15 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.361 207 -1.69 10.69 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.183 206 -1.00 -16.45 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.311 207 -1.10 11.56 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.171 206 -1.35 -9.75 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.376 207 -0.68 6.79 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.386 206 -0.19 12.67 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.196 207 -1.60 12.18 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.295 206 -0.96 11.14 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.185 207 -1.00 -15.92 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.307 207 -0.73 -17.63 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.341 206 -1.40 10.31 2.62

1323 ST W12X35 PASS 226.28 C 1324 ST W12X35 PASS 289.06 C 1325 ST W12X35 PASS 159.33 C 1326 ST W12X35 PASS 243.94 C 1327 ST W12X35 PASS 196.41 C 1328 ST W12X35 PASS 354.62 C 1329 ST W12X35 PASS 364.77 C 1330 ST W12X35 PASS 184.88 C 1331 ST W12X35 PASS 255.24 C 1332 ST W12X35 PASS 148.10 C 1333 ST W12X35 PASS 234.65 C 1334 ST W12X35 PASS 301.79 C 1335 ST W12X35 PASS 171.16 C 1336 ST W12X35 PASS 258.99 T 1337 ST W12X35 PASS 69.17 C 1338 ST W12X35 PASS 166.55 C 1339 ST W12X35 PASS 196.50 T 1340 ST W12X35 PASS 193.84 C 1341 ST W12X35 PASS 181.80 C 1342 ST W12X35

(AISC SECTIONS) LRFD-H1-1A-C 0.309 206 -0.73 -18.10 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.343 207 -1.40 10.72 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.188 206 -1.00 -16.44 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.298 207 -0.96 11.59 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.179 206 -1.46 -9.75 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.363 207 -0.48 6.80 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.715 206 -2.06 68.59 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.183 207 -1.32 12.15 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.309 206 -1.10 11.12 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.181 207 -1.00 -15.94 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.303 211 0.61 -15.72 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.359 206 -1.69 10.27 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.184 207 0.97 -14.88 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.168 206 1.05 9.84 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.131 206 -0.99 -13.49 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.146 207 -1.05 8.11 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.133 207 1.27 -6.46 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.128 207 -1.27 1.86 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.143 206 -1.03 -6.55 2.62 (AISC SECTIONS)

1343 ST

1344 ST

1345 ST

1346 ST

1347 ST

1348 ST

1349 ST

1350 ST

1351 ST

1352 ST

1353 ST

1354 ST

1355 ST

1356 ST

1357 ST

1358 ST

1359 ST

1360 ST

1361 ST

PASS 207.86 T W12X35 PASS 155.06 C W12X35 PASS 80.42 C W12X35 PASS 160.11 C W12X35 PASS 247.69 T W12X35 PASS 160.13 C W12X35 PASS 247.69 T W12X35 PASS 80.38 C W12X35 PASS 155.27 C W12X35 PASS 208.40 T W12X35 PASS 181.93 C W12X35 PASS 194.20 C W12X35 PASS 195.96 T W12X35 PASS 166.34 C W12X35 PASS 69.21 C W12X35 PASS 171.15 C W12X35 PASS 258.98 T W12X35 PASS 55.64 C W12X35 PASS 240.14 T W12X35 PASS

LRFD-H1-1B-T 0.182 206 1.51 -13.41 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.139 206 -0.95 8.18 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.136 207 -0.96 -13.56 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.176 206 0.84 -14.97 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.164 207 0.98 10.03 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.176 207 0.84 -14.85 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.163 206 0.98 9.86 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.135 206 -0.96 -13.47 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.139 207 -0.95 8.14 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.137 207 1.27 -6.42 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.123 207 -1.27 1.89 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.192 206 -1.31 -12.94 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.185 206 -0.84 -17.46 2.19 (AISC SECTIONS) LRFD-H1-1B-C 0.146 206 -1.05 8.15 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.132 207 -0.99 -13.58 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.185 206 0.97 -15.00 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.169 207 1.05 10.01 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.076 207 0.69 -6.00 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.119 206 1.23 1.46 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.066 206

13.69 T 1362 ST W12X35 PASS 121.69 T 1363 ST W12X35 PASS 100.67 T 1364 ST W12X35 PASS 62.22 C 1365 ST W12X35 PASS 51.06 C 1366 ST W12X35 PASS 111.53 T 1367 ST W12X35 PASS 110.47 T 1368 ST W12X35 PASS 25.04 T 1369 ST W12X35 PASS 45.10 C 1370 ST W12X35 PASS 228.43 T 1371 ST W12X35 PASS 45.15 C 1372 ST W12X35 PASS 228.50 T 1373 ST W12X35 PASS 25.14 T 1374 ST W12X35 PASS 110.50 T 1375 ST W12X35 PASS 112.19 T 1376 ST W12X35 PASS 50.69 C 1377 ST W12X35 PASS 62.69 C 1378 ST W12X35 PASS 100.35 T 1379 ST W12X35 PASS 121.66 T 1380 ST W12X35 PASS 13.67 T

-1.00

-6.56 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.076 206 1.00 1.95 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 207 1.11 -4.26 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.057 207 -1.10 -0.35 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.089 206 -1.01 -7.35 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.129 206 1.22 -10.92 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.072 207 0.94 2.01 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.066 206 0.93 -6.21 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.070 206 0.67 -6.01 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.112 207 1.09 1.57 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.070 207 0.67 -5.95 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.112 206 1.09 1.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.066 207 0.93 -6.19 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.071 206 0.94 1.99 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.089 207 1.12 -4.21 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.052 207 -1.11 -0.31 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.125 206 -0.91 -13.35 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.121 206 -0.46 -13.56 1.75 (AISC SECTIONS) LRFD-H1-1B-T 0.076 207 1.00 1.97 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.066 207 -1.00 -6.58 0.00

1381 ST W12X35 PASS 55.59 C 1382 ST W12X35 PASS 240.07 T 1383 ST W12X35 PASS 145.38 T 1384 ST W12X35 PASS 145.38 T 1385 ST W12X35 PASS 81.10 T 1386 ST W12X35 PASS 81.10 T 1387 ST W12X35 PASS 55.07 T 1388 ST W12X35 PASS 55.07 T 1389 ST W12X35 PASS 44.53 T 1390 ST W12X35 PASS 44.53 T 1391 ST W12X35 PASS 69.82 T 1392 ST W12X35 PASS 69.82 T 1393 ST W12X35 PASS 133.65 T 1394 ST W12X35 PASS 133.65 T 1395 ST W12X35 PASS 133.69 T 1396 ST W12X35 PASS 133.70 T 1397 ST W12X35 PASS 69.85 T 1398 ST W12X35 PASS 69.85 T 1399 ST W12X35 PASS 43.96 T 1400 ST W12X35

(AISC SECTIONS) LRFD-H1-1B-C 0.076 206 0.69 -6.05 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.119 207 1.23 1.52 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.093 206 -1.25 -2.31 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.093 206 1.25 -2.31 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.065 206 -1.03 -2.31 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.065 206 1.03 -2.31 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.055 206 -0.96 -2.31 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.055 206 0.96 -2.31 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.087 207 0.92 -8.80 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.087 207 -0.92 -8.80 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.060 207 0.96 -2.26 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.060 207 -0.96 -2.26 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.084 207 -1.10 -2.26 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.084 207 1.10 -2.26 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.084 206 -1.10 -2.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.084 206 1.10 -2.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.060 206 -0.96 -2.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.060 206 0.96 -2.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.050 206 -0.92 -2.26 0.00 (AISC SECTIONS)

1401 ST

1402 ST

1403 ST

1404 ST

1405 ST

1406 ST

1407 ST

1408 ST

1409 ST

1410 ST

1411 ST

1412 ST

1413 ST

1414 ST

1415 ST

1416 ST

1417 ST

1418 ST

1419 ST

PASS 43.96 T W12X35 PASS 55.48 T W12X35 PASS 55.48 T W12X35 PASS 81.07 T W12X35 PASS 81.07 T W12X35 PASS 145.33 T W12X35 PASS 145.33 T W12X35 PASS 240.14 T W12X35 PASS 55.64 C W12X35 PASS 121.69 T W12X35 PASS 13.69 T W12X35 PASS 62.22 C W12X35 PASS 100.67 T W12X35 PASS 111.53 T W12X35 PASS 51.06 C W12X35 PASS 25.04 T W12X35 PASS 110.47 T W12X35 PASS 228.43 T W12X35 PASS 45.10 C W12X35 PASS

LRFD-H1-1B-T 0.050 206 0.92 -2.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.107 207 0.60 -13.06 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.107 207 -0.60 -13.06 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.065 207 1.03 -2.31 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.065 207 -1.03 -2.31 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.093 207 -1.25 -2.31 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.093 207 1.25 -2.31 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.119 206 -1.23 1.46 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.076 207 -0.69 -6.00 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.076 206 -1.00 1.95 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.066 206 1.00 -6.56 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.057 207 1.10 -0.35 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 207 -1.11 -4.26 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.129 206 -1.22 -10.92 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.089 206 1.01 -7.35 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.066 206 -0.93 -6.21 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.072 207 -0.94 2.01 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.112 207 -1.09 1.57 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.070 206 -0.67 -6.01 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.112 206

228.50 T 1420 ST W12X35 PASS 45.15 C 1421 ST W12X35 PASS 110.50 T 1422 ST W12X35 PASS 25.14 T 1423 ST W12X35 PASS 50.69 C 1424 ST W12X35 PASS 112.19 T 1425 ST W12X35 PASS 100.35 T 1426 ST W12X35 PASS 62.69 C 1427 ST W12X35 PASS 13.67 T 1428 ST W12X35 PASS 121.66 T 1429 ST W12X35 PASS 240.07 T 1430 ST W12X35 PASS 55.59 C 1431 ST W12X35 PASS 258.99 T 1432 ST W12X35 PASS 171.16 C 1433 ST W12X35 PASS 166.55 C 1434 ST W12X35 PASS 69.17 C 1435 ST W12X35 PASS 193.84 C 1436 ST W12X35 PASS 196.50 T 1437 ST W12X35 PASS 207.86 T 1438 ST W12X35 PASS 181.80 C

-1.09 1.50 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.070 207 -0.67 -5.95 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.071 206 -0.94 1.99 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.066 207 -0.93 -6.19 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.052 207 1.11 -0.31 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.089 207 -1.12 -4.21 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.121 206 0.46 -13.56 1.75 (AISC SECTIONS) LRFD-H1-1B-C 0.125 206 0.91 -13.35 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.066 207 1.00 -6.58 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.076 207 -1.00 1.97 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.119 207 -1.23 1.52 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.076 206 -0.69 -6.05 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.168 206 -1.05 9.84 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.184 207 -0.97 -14.88 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.146 207 1.05 8.11 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.131 206 0.99 -13.49 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.128 207 1.27 1.86 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.133 207 -1.27 -6.46 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.182 206 -1.51 -13.41 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.143 206 1.03 -6.55 2.62

1439 ST W12X35 PASS 80.42 C 1440 ST W12X35 PASS 155.06 C 1441 ST W12X35 PASS 247.69 T 1442 ST W12X35 PASS 160.11 C 1443 ST W12X35 PASS 247.69 T 1444 ST W12X35 PASS 160.13 C 1445 ST W12X35 PASS 155.27 C 1446 ST W12X35 PASS 80.38 C 1447 ST W12X35 PASS 181.93 C 1448 ST W12X35 PASS 208.40 T 1449 ST W12X35 PASS 195.96 T 1450 ST W12X35 PASS 194.20 C 1451 ST W12X35 PASS 69.21 C 1452 ST W12X35 PASS 166.34 C 1453 ST W12X35 PASS 258.98 T 1454 ST W12X35 PASS 171.15 C 1455 ST W12X35 PASS 301.64 C 1456 ST W12X35 PASS 234.86 C 1457 ST W12X35 PASS 255.26 C 1458 ST W12X35

(AISC SECTIONS) LRFD-H1-1B-C 0.136 207 0.96 -13.56 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.139 206 0.95 8.18 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.164 207 -0.98 10.03 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.176 206 -0.84 -14.97 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.163 206 -0.98 9.86 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.176 207 -0.84 -14.85 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.139 207 0.95 8.14 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.135 206 0.96 -13.47 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.123 207 1.27 1.89 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.137 207 -1.27 -6.42 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.185 206 0.84 -17.46 2.19 (AISC SECTIONS) LRFD-H1-1B-C 0.192 206 1.31 -12.94 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.132 207 0.99 -13.58 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.146 206 1.05 8.15 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.169 207 -1.05 10.01 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.185 206 -0.97 -15.00 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.361 207 1.69 10.69 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.305 212 -0.62 -16.15 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.311 207 1.10 11.56 2.62 (AISC SECTIONS)

1459 ST

1460 ST

1461 ST

1462 ST

1463 ST

1464 ST

1465 ST

1466 ST

1467 ST

1468 ST

1469 ST

1470 ST

1471 ST

1472 ST

1473 ST

1474 ST

1475 ST

1476 ST

1477 ST


LRFD-H1-1B-C 0.183 206 1.00 -16.45 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.376 207 0.68 6.79 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.171 206 1.35 -9.75 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.196 207 1.60 12.18 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.386 206 0.19 12.67 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.185 207 1.00 -15.92 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.295 206 0.96 11.14 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.341 206 1.40 10.31 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.307 207 0.73 -17.63 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.343 207 1.40 10.72 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.309 206 0.73 -18.10 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.298 207 0.96 11.59 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.188 206 1.00 -16.44 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.363 207 0.48 6.80 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.179 206 1.46 -9.75 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.183 207 1.32 12.15 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.715 206 2.06 68.59 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.181 207 1.00 -15.94 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.309 206 1.10 11.12 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.359 206


1.69 10.27 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.303 211 -0.61 -15.72 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.314 206 -0.69 -18.13 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.378 207 -1.69 10.68 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.193 206 -1.00 -16.46 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.330 207 -1.10 11.55 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.182 206 -1.35 -9.76 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.398 207 -0.68 6.78 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.407 206 -0.16 12.66 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.208 207 -1.64 12.18 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.315 206 -0.95 11.13 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.195 207 -1.00 -15.93 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.322 207 -0.73 -17.63 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.358 206 -1.40 10.30 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.325 206 -0.73 -18.11 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.360 207 -1.40 10.71 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.198 206 -1.00 -16.44 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.317 207 -0.95 11.57 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.190 206 -1.46 -9.76 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.384 207 -0.48 6.78 0.00

1497 ST W12X35 PASS 388.93 C 1498 ST W12X35 PASS 208.88 C 1499 ST W12X35 PASS 276.74 C 1500 ST W12X35 PASS 169.92 C 1501 ST W12X35 PASS 232.37 C 1502 ST W12X35 PASS 320.60 C 1503 ST W12X35 PASS 150.84 C 1504 ST W12X35 PASS 268.54 T 1505 ST W12X35 PASS 93.78 C 1506 ST W12X35 PASS 187.01 C 1507 ST W12X35 PASS 221.15 T 1508 ST W12X35 PASS 217.76 C 1509 ST W12X35 PASS 205.68 C 1510 ST W12X35 PASS 232.44 T 1511 ST W12X35 PASS 175.50 C 1512 ST W12X35 PASS 104.98 C 1513 ST W12X35 PASS 162.23 C 1514 ST W12X35 PASS 257.26 T 1515 ST W12X35 PASS 162.12 C 1516 ST W12X35

(AISC SECTIONS) LRFD-H1-1A-C 0.739 206 -2.19 68.58 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.196 207 0.33 -16.78 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.328 206 -1.10 11.10 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.190 207 -1.00 -15.94 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.312 207 -0.69 -17.65 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.376 206 -1.69 10.26 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.174 206 -1.04 -14.44 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.171 206 1.04 9.85 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.142 206 -0.98 -13.50 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.155 207 -1.05 8.10 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.142 207 1.26 -6.45 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.139 207 -1.26 1.85 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.153 206 -0.99 -6.54 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.191 206 1.54 -13.40 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.148 206 -0.95 8.17 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.147 207 -0.96 -13.56 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.179 207 -0.97 -14.59 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.167 207 0.98 10.04 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.178 206 -0.97 -14.42 0.00 (AISC SECTIONS)

1517 ST

1518 ST

1519 ST

1520 ST

1521 ST

1522 ST

1523 ST

1524 ST

1525 ST

1526 ST

1527 ST

1528 ST

1529 ST

1530 ST

1531 ST

1532 ST

1533 ST

1534 ST

1535 ST

PASS 257.26 T W12X35 PASS 104.98 C W12X35 PASS 175.75 C W12X35 PASS 233.04 T W12X35 PASS 205.87 C W12X35 PASS 218.09 C W12X35 PASS 220.51 T W12X35 PASS 186.77 C W12X35 PASS 93.78 C W12X35 PASS 150.95 C W12X35 PASS 268.54 T W12X35 PASS 14.21 C W12X35 PASS 245.81 T W12X35 PASS 39.14 T W12X35 PASS 137.53 T W12X35 PASS 125.67 T W12X35 PASS 85.39 C W12X35 PASS 74.20 C W12X35 PASS 136.44 T W12X35 PASS

LRFD-H1-1B-T 0.166 206 0.98 9.87 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.146 206 -0.96 -13.47 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.148 207 -0.95 8.13 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.145 207 1.26 -6.41 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.134 207 -1.26 1.89 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.206 206 -1.44 -12.93 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.195 206 -0.89 -17.66 2.40 (AISC SECTIONS) LRFD-H1-1B-C 0.155 206 -1.05 8.14 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.142 207 -0.98 -13.59 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.175 207 -1.04 -14.61 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.172 207 1.04 10.02 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.070 206 -1.21 -6.07 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.120 206 1.21 1.46 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.072 207 0.98 -6.22 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.081 206 0.99 1.95 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.093 207 1.10 -4.24 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.067 207 -1.09 -0.37 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.098 206 -0.97 -7.34 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.138 206 1.25 -10.89 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.077 207

126.29 T 1536 ST W12X35 PASS 50.15 T 1537 ST W12X35 PASS 25.90 C 1538 ST W12X35 PASS 234.13 T 1539 ST W12X35 PASS 25.83 C 1540 ST W12X35 PASS 234.20 T 1541 ST W12X35 PASS 50.29 T 1542 ST W12X35 PASS 126.37 T 1543 ST W12X35 PASS 137.17 T 1544 ST W12X35 PASS 73.89 C 1545 ST W12X35 PASS 85.83 C 1546 ST W12X35 PASS 125.24 T 1547 ST W12X35 PASS 137.46 T 1548 ST W12X35 PASS 39.00 T 1549 ST W12X35 PASS 14.28 C 1550 ST W12X35 PASS 245.75 T 1551 ST W12X35 PASS 115.36 T 1552 ST W12X35 PASS 147.56 T 1553 ST W12X35 PASS 49.94 T 1554 ST W12X35 PASS 95.65 T

0.94 2.02 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.074 206 0.93 -6.19 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.072 207 -1.08 -6.09 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.114 207 1.08 1.57 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.072 206 -1.08 -6.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.114 206 1.08 1.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.074 207 0.93 -6.17 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.077 206 0.94 1.99 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.097 207 1.11 -4.20 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.062 207 -1.10 -0.33 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.139 206 -1.04 -13.32 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.131 206 -0.49 -13.70 1.97 (AISC SECTIONS) LRFD-H1-1B-T 0.081 207 0.99 1.97 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.072 206 0.98 -6.23 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.070 207 -1.21 -6.14 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.121 207 1.21 1.53 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.082 206 -1.23 -2.29 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.093 206 1.23 -2.33 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.054 206 -1.01 -2.29 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.070 206 1.01 -2.32 2.62


(AISC SECTIONS) LRFD-H1-1B-T 0.051 207 1.00 -2.28 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.062 206 0.94 -2.30 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.093 207 0.87 -8.78 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.091 206 1.03 -8.59 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.064 207 0.95 -2.27 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.049 207 -0.95 -2.25 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.074 207 -1.09 -2.24 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 207 1.09 -2.28 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.074 206 -1.09 -2.24 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.085 206 1.09 -2.28 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.049 206 -0.95 -2.25 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.064 206 0.95 -2.27 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.054 207 1.00 -2.23 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.057 206 0.91 -2.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.118 207 0.75 -13.03 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.096 206 0.44 -12.68 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.070 207 1.01 -2.32 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.054 207 -1.01 -2.29 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.082 207 -1.23 -2.29 0.00 (AISC SECTIONS)

1575 ST

1576 ST

1577 ST

1578 ST

1579 ST

1580 ST

1581 ST

1582 ST

1583 ST

1584 ST

1585 ST

1586 ST

1587 ST

1588 ST

1589 ST

1590 ST

1591 ST

1592 ST

1593 ST

PASS 147.51 T W12X35 PASS 203.62 T W12X35 PASS 60.57 C W12X35 PASS 86.14 T W12X35 PASS 27.80 T W12X35 PASS 36.91 C W12X35 PASS 81.22 T W12X35 PASS 92.08 T W12X35 PASS 25.84 C W12X35 PASS 16.60 T W12X35 PASS 75.03 T W12X35 PASS 191.97 T W12X35 PASS 50.08 C W12X35 PASS 192.04 T W12X35 PASS 50.10 C W12X35 PASS 75.01 T W12X35 PASS 16.67 T W12X35 PASS 25.41 C W12X35 PASS 92.71 T W12X35 PASS

LRFD-H1-1B-T 0.093 207 1.23 -2.33 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.106 206 -1.19 1.51 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.078 207 -0.67 -6.08 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.064 206 -0.97 2.00 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.070 206 0.97 -6.60 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.045 207 1.08 -0.31 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.078 207 -1.09 -4.30 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.121 206 -1.18 -10.92 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.078 206 1.02 -7.28 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.065 207 0.92 -6.58 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.059 207 -0.93 2.06 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.100 207 -1.08 1.62 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.073 206 -0.66 -6.09 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.100 206 -1.08 1.55 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.073 207 -0.66 -6.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.059 206 -0.93 2.04 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.065 206 0.92 -6.56 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.040 207 1.10 -0.27 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.082 207 -1.11 -4.26 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.118 207

58.94 T 1594 ST W12X35 PASS 37.40 C 1595 ST W12X35 PASS 27.73 T 1596 ST W12X35 PASS 86.16 T 1597 ST W12X35 PASS 203.55 T 1598 ST W12X35 PASS 60.55 C 1599 ST W12X35 PASS 213.33 T 1600 ST W12X35 PASS 169.83 C 1601 ST W12X35 PASS 141.50 C 1602 ST W12X35 PASS 54.48 C 1603 ST W12X35 PASS 168.15 C 1604 ST W12X35 PASS 179.47 T 1605 ST W12X35 PASS 190.81 T 1606 ST W12X35 PASS 156.22 C 1607 ST W12X35 PASS 65.72 C 1608 ST W12X35 PASS 130.08 C 1609 ST W12X35 PASS 202.11 T 1610 ST W12X35 PASS 158.80 C 1611 ST W12X35 PASS 202.12 T 1612 ST W12X35 PASS 158.80 C

0.67

-14.53 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.111 206 0.81 -13.24 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.070 207 0.97 -6.62 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.064 207 -0.97 2.02 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.106 207 -1.19 1.57 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.078 206 -0.68 -6.14 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.152 206 -1.00 9.90 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.184 207 -0.96 -15.00 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.135 207 1.03 8.20 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.124 206 0.95 -13.55 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.117 207 1.24 1.90 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.127 207 -1.25 -6.50 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.175 206 -1.47 -13.34 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.132 206 1.03 -6.44 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.129 207 0.94 -13.61 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.128 206 0.95 8.27 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.148 207 -0.96 10.10 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.177 206 -0.84 -15.10 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.147 206 -0.96 9.93 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.176 207 -0.84 -14.97 0.00

1613 ST W12X35 PASS 130.25 C 1614 ST W12X35 PASS 65.62 C 1615 ST W12X35 PASS 156.29 C 1616 ST W12X35 PASS 191.33 T 1617 ST W12X35 PASS 178.98 T 1618 ST W12X35 PASS 168.52 C 1619 ST W12X35 PASS 54.58 C 1620 ST W12X35 PASS 141.33 C 1621 ST W12X35 PASS 213.31 T 1622 ST W12X35 PASS 169.83 C 1623 ST W12X35 PASS 286.48 C 1624 ST W12X35 PASS 226.02 C 1625 ST W12X35 PASS 228.34 C 1626 ST W12X35 PASS 130.04 C 1627 ST W12X35 PASS 334.57 C 1628 ST W12X35 PASS 161.79 C 1629 ST W12X35 PASS 174.10 C 1630 ST W12X35 PASS 325.00 C 1631 ST W12X35 PASS 141.30 C 1632 ST W12X35

(AISC SECTIONS) LRFD-H1-1B-C 0.128 207 0.95 8.23 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.128 206 0.94 -13.52 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.112 207 1.25 1.93 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.131 207 -1.25 -6.46 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.176 206 0.74 -17.39 2.19 (AISC SECTIONS) LRFD-H1-1B-C 0.177 206 1.23 -12.64 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.124 207 0.95 -13.64 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.135 206 1.03 8.24 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.153 207 -1.00 10.07 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.185 206 -0.96 -15.12 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.347 207 1.70 10.54 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.297 212 -0.64 -15.98 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.286 207 1.08 11.45 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.173 206 0.95 -16.32 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.348 207 0.64 6.81 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.160 206 1.34 -9.66 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.188 207 1.56 12.72 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.361 206 0.17 12.99 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.176 207 0.97 -15.79 2.62 (AISC SECTIONS)

1633 ST

1634 ST

1635 ST

1636 ST

1637 ST

1638 ST

1639 ST

1640 ST

1641 ST

1642 ST

1643 ST

1644 ST

1645 ST

1646 ST

1647 ST

1648 ST

1649 ST

1650 ST

1651 ST


LRFD-H1-1B-C 0.183 206 0.96 11.03 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.328 206 1.42 10.15 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.304 207 0.70 -17.41 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.329 207 1.42 10.57 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.307 206 0.70 -17.89 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.185 207 0.96 11.48 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.179 206 0.97 -16.30 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.335 207 0.43 6.82 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.168 206 1.46 -9.66 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.175 207 1.26 12.69 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.692 206 2.01 69.68 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.171 207 0.95 -15.80 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.283 206 1.08 11.01 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.345 206 1.69 10.12 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.294 211 -0.64 -15.55 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.407 206 -0.59 -18.11 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.369 207 -1.73 10.67 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.327 206 -0.95 -16.52 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.342 207 -1.06 11.55 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.315 206


-1.31 -9.80 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.437 207 -0.65 6.82 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.446 206 -0.07 12.91 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.348 207 -1.67 12.57 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.327 206 -0.95 11.12 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.334 207 -0.96 -15.99 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.415 207 -0.68 -17.61 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.350 206 -1.46 10.28 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.417 206 -0.68 -18.09 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.352 207 -1.46 10.70 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.337 206 -0.96 -16.51 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.329 207 -0.95 11.57 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.329 206 -1.41 -9.80 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.424 207 -0.46 6.82 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.792 206 -2.52 69.70 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.335 207 0.65 -16.68 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.339 206 -1.06 11.10 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.324 207 -0.95 -16.00 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.404 207 -0.59 -17.63 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.367 206 -1.72 10.25 0.00

1671 ST W12X35 PASS 256.48 C 1672 ST W12X35 PASS 326.99 T 1673 ST W12X35 PASS 170.36 C 1674 ST W12X35 PASS 186.80 C 1675 ST W12X35 PASS 305.36 T 1676 ST W12X35 PASS 256.48 C 1677 ST W12X35 PASS 244.48 C 1678 ST W12X35 PASS 316.35 T 1679 ST W12X35 PASS 175.32 C 1680 ST W12X35 PASS 181.37 C 1681 ST W12X35 PASS 267.78 C 1682 ST W12X35 PASS 315.85 T 1683 ST W12X35 PASS 267.64 C 1684 ST W12X35 PASS 315.84 T 1685 ST W12X35 PASS 181.44 C 1686 ST W12X35 PASS 175.63 C 1687 ST W12X35 PASS 317.12 T 1688 ST W12X35 PASS 244.71 C 1689 ST W12X35 PASS 256.68 C 1690 ST W12X35

(AISC SECTIONS) LRFD-H1-1A-C 0.325 206 -0.97 -14.72 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.292 206 0.97 10.13 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.176 206 -0.93 -13.74 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.155 207 -0.98 8.35 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.264 207 1.19 -6.57 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.266 207 -1.19 1.97 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.271 206 -0.87 -6.53 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.315 206 1.58 -13.54 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.149 206 -0.93 8.42 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.181 207 -0.91 -13.80 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.335 207 -0.93 -14.87 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.285 207 0.94 10.32 2.62 (AISC SECTIONS) LRFD-H1-1A-C 0.334 206 -0.93 -14.70 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.284 206 0.94 10.15 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.181 206 -0.91 -13.71 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.149 207 -0.93 8.38 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.273 207 1.22 -6.53 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.256 207 -1.22 2.00 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.334 206 -1.81 -12.86 2.62 (AISC SECTIONS)

1691 ST

1692 ST

1693 ST

1694 ST

1695 ST

1696 ST

1697 ST

1698 ST

1699 ST

1700 ST

1701 ST

1702 ST

1703 ST

1704 ST

1705 ST

1706 ST

1707 ST

1708 ST

1709 ST

PASS 304.73 T W12X35 PASS 186.48 C W12X35 PASS 170.29 C W12X35 PASS 256.63 C W12X35 PASS 327.00 T W12X35 PASS 112.24 C W12X35 PASS 314.06 T W12X35 PASS 136.24 T W12X35 PASS 205.02 T W12X35 PASS 224.30 T W12X35 PASS 174.85 T W12X35 PASS 112.25 C W12X35 PASS 234.66 T W12X35 PASS 193.79 T W12X35 PASS 146.96 T W12X35 PASS 123.84 C W12X35 PASS 302.50 T W12X35 PASS 123.73 C W12X35 PASS 302.57 T W12X35 PASS

LRFD-H1-1A-T 0.319 206 -1.10 -17.97 2.40 (AISC SECTIONS) LRFD-H1-1B-C 0.155 206 -0.98 8.39 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.177 207 -0.93 -13.83 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.326 207 -0.97 -14.89 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.293 207 0.97 10.30 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.116 206 -1.15 -6.62 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.246 206 1.15 2.00 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.105 207 0.87 -6.80 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.106 206 0.95 2.45 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.125 207 0.99 -4.55 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.082 206 0.84 0.44 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.112 206 -0.82 -7.42 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.174 206 1.26 -11.39 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.101 207 0.90 2.51 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.109 206 0.89 -6.76 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.118 207 -1.04 -6.64 2.62 (AISC SECTIONS) LRFD-H1-1A-T 0.237 207 1.04 2.12 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.118 206 -1.04 -6.57 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.237 206 1.04 2.05 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.109 207

147.21 T 1710 ST W12X35 PASS 193.95 T 1711 ST W12X35 PASS 235.59 T 1712 ST W12X35 PASS 164.04 T 1713 ST W12X35 PASS 123.56 C 1714 ST W12X35 PASS 223.89 T 1715 ST W12X35 PASS 204.86 T 1716 ST W12X35 PASS 135.99 T 1717 ST W12X35 PASS 112.35 C 1718 ST W12X35 PASS 313.99 T 1719 ST W12X35 PASS 156.61 T 1720 ST W12X35 PASS 222.68 T 1721 ST W12X35 PASS 143.78 T 1722 ST W12X35 PASS 164.93 T 1723 ST W12X35 PASS 163.88 T 1724 ST W12X35 PASS 135.73 T 1725 ST W12X35 PASS 125.12 T 1726 ST W12X35 PASS 173.93 T 1727 ST W12X35 PASS 153.67 T 1728 ST W12X35 PASS 154.36 T

0.89 -6.75 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.101 206 0.90 2.49 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.130 207 1.04 -4.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.077 206 0.78 0.48 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.167 206 -1.47 -13.46 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.174 206 -0.69 -14.58 1.97 (AISC SECTIONS) LRFD-H1-1B-T 0.106 207 0.95 2.46 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.105 206 0.87 -6.81 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.116 207 -1.15 -6.69 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.247 207 1.15 2.07 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.082 207 0.47 -3.15 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.113 206 1.16 -1.62 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 207 0.77 -3.12 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.089 206 0.98 -1.68 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.091 207 0.85 -2.75 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.080 206 0.94 -2.08 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.114 207 0.80 -9.34 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.138 206 1.03 -9.62 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.083 207 0.90 -1.63 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.090 206 0.84 -3.07 2.62


(AISC SECTIONS) LRFD-H1-1B-T 0.089 206 0.63 -3.09 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.105 207 1.03 -1.57 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.089 207 0.63 -3.10 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.105 206 1.03 -1.57 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 207 0.84 -3.07 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.083 206 0.90 -1.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.096 207 0.90 -2.70 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.075 206 0.89 -2.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.147 207 0.97 -13.74 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.144 206 -0.50 -13.61 1.75 (AISC SECTIONS) LRFD-H1-1B-T 0.089 207 0.98 -1.68 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.085 206 0.77 -3.12 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.082 206 0.47 -3.15 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.113 207 1.16 -1.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.089 207 0.53 1.29 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.096 206 1.09 -6.44 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.071 207 0.77 1.65 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.096 206 0.95 -6.96 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.067 207 0.88 -0.40 2.62 (AISC SECTIONS)

1749 ST

1750 ST

1751 ST

1752 ST

1753 ST

1754 ST

1755 ST

1756 ST

1757 ST

1758 ST

1759 ST

1760 ST

1761 ST

1762 ST

1763 ST

1764 ST

1765 ST

1766 ST

1767 ST


LRFD-H1-1B-T 0.084 206 0.88 -5.01 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.132 207 0.78 -14.51 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.124 206 1.02 -9.33 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.091 207 0.88 -6.98 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.077 206 0.85 1.76 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.097 206 0.69 1.45 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.089 207 0.97 -6.52 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.097 207 0.69 1.34 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.089 206 0.97 -6.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.077 207 0.85 1.70 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.090 206 0.88 -6.91 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.072 207 0.96 -0.36 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.078 206 0.80 -4.96 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.147 207 0.71 -16.96 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.167 206 0.42 -20.31 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.096 207 0.95 -7.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.071 206 0.76 1.71 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.089 206 0.53 1.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.096 207 1.08 -6.56 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.161 206

165.71 T 1768 ST W12X35 PASS 23.64 C 1769 ST W12X35 PASS 114.13 T 1770 ST W12X35 PASS 64.47 T 1771 ST W12X35 PASS 101.87 T 1772 ST W12X35 PASS 109.07 T 1773 ST W12X35 PASS 119.78 T 1774 ST W12X35 PASS 68.39 T 1775 ST W12X35 PASS 75.29 T 1776 ST W12X35 PASS 103.11 T 1777 ST W12X35 PASS 182.14 T 1778 ST W12X35 PASS 34.82 C 1779 ST W12X35 PASS 182.23 T 1780 ST W12X35 PASS 34.67 C 1781 ST W12X35 PASS 103.15 T 1782 ST W12X35 PASS 75.37 T 1783 ST W12X35 PASS 91.17 T 1784 ST W12X35 PASS 120.31 T 1785 ST W12X35 PASS 108.74 T 1786 ST W12X35 PASS 102.23 T

-0.94 14.61 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.142 206 0.94 -19.20 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.134 206 -0.91 13.12 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.135 207 -0.81 -16.61 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.082 206 -0.81 5.02 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.109 207 -0.94 -8.82 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.162 206 -1.06 -17.09 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.085 206 1.02 -6.57 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.140 206 -0.88 -16.50 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.129 207 -0.85 13.07 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.156 206 0.84 13.18 2.62 (AISC SECTIONS) LRFD-H1-1B-C 0.144 207 0.86 -19.08 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.156 207 0.84 13.27 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.145 206 0.86 -19.18 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.129 206 -0.85 13.14 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.140 207 -0.88 -16.58 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.077 206 -0.72 5.04 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.115 207 -1.04 -8.79 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.196 206 -0.53 -25.99 2.62 (AISC SECTIONS) LRFD-H1-1B-T 0.128 207 -0.82 -12.99 2.62

1787 ST W12X35 PASS 64.38 T 1788 ST W12X35 PASS 114.09 T 1789 ST W12X35 PASS 165.59 T 1790 ST W12X35 PASS 23.80 C 1791 TB W14X90 PASS 3.39 C 1792 TB W14X90 PASS 96.02 C 1793 TB W14X90 PASS 151.74 C 1794 TB W14X90 PASS 152.50 C 1795 TB W14X90 PASS 96.69 C 1796 TB W14X90 PASS 13.91 C 1853 ST W10X54 PASS 21.98 C 1854 ST W10X54 PASS 175.42 T 1855 ST W10X54 PASS 170.73 T 1856 ST W10X54 PASS 178.03 T 1857 ST W10X54 PASS 8.77 C 1858 ST W10X54 PASS 449.46 C 1859 ST W10X54 PASS 520.57 C 1860 ST W10X54 PASS 97.73 T 1861 ST W10X54 PASS 181.69 T 1862 ST W10X54

(AISC SECTIONS) LRFD-H1-1B-T 0.135 206 -0.81 -16.53 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.134 207 -0.91 13.04 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.160 207 -0.94 14.51 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.141 207 0.94 -19.10 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.051 209 -21.63 -15.31 0.80 (AISC SECTIONS) LRFD-H1-1B-C 0.055 209 -20.25 -15.02 0.80 (AISC SECTIONS) LRFD-H1-1B-C 0.103 206 31.84 44.14 0.79 (AISC SECTIONS) SHEAR-Y 0.070 207 5.36 15.01 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.052 209 -17.40 -17.16 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.085 206 36.42 25.39 0.79 (AISC SECTIONS) SHEAR-Y 0.170 207 -3.15 20.03 0.00 (AISC SECTIONS) SHEAR-Y 0.180 207 3.80 25.93 0.00 (AISC SECTIONS) SHEAR-Y 0.166 206 1.27 23.64 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.252 206 6.84 37.19 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.388 207 -15.07 61.54 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.353 207 0.06 -34.88 1.25 (AISC SECTIONS) LRFD-H1-1A-C 0.430 207 -4.26 37.20 2.50 (AISC SECTIONS) SHEAR-Y 0.192 206 -2.16 30.62 0.00 (AISC SECTIONS) SHEAR-Y 0.181 206 0.39 27.18 0.00 (AISC SECTIONS)

1863 ST

1864 ST

1865 ST

1866 ST

1867 ST

1868 ST

1869 ST

1870 ST

1871 ST

1872 ST

1873 ST

1874 ST

1875 ST

1876 ST

1877 ST

1878 ST

1879 ST

1880 ST

1881 ST

PASS 49.61 T W10X54 PASS 239.57 T W10X54 PASS 88.96 C W10X54 PASS 486.68 C W10X54 PASS 536.03 C W10X54 PASS 143.00 T W10X54 PASS 216.51 T W10X54 PASS 32.61 T W10X54 PASS 256.54 T W10X54 PASS 94.47 C W10X54 PASS 487.36 C W10X54 PASS 533.08 C W10X54 PASS 133.02 T W10X54 PASS 198.24 T W10X54 PASS 52.23 T W10X54 PASS 220.18 T W10X54 PASS 70.06 C W10X54 PASS 470.94 C W10X54 PASS 507.29 C W10X54 PASS

SHEAR-Y 0.167 207 -2.80 23.31 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.235 206 6.89 29.53 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.410 207 -15.11 61.82 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.372 207 0.07 -34.88 1.25 (AISC SECTIONS) LRFD-H1-1A-C 0.441 207 -4.26 38.06 2.50 (AISC SECTIONS) SHEAR-Y 0.198 206 -2.19 33.15 0.00 (AISC SECTIONS) SHEAR-Y 0.186 206 0.43 29.18 0.00 (AISC SECTIONS) SHEAR-Y 0.171 207 -2.82 24.77 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.234 206 6.93 28.33 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.416 207 -15.15 62.88 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.373 207 0.07 -35.06 1.25 (AISC SECTIONS) LRFD-H1-1A-C 0.442 207 -4.29 38.64 2.50 (AISC SECTIONS) SHEAR-Y 0.198 206 -2.20 32.93 0.00 (AISC SECTIONS) SHEAR-Y 0.184 206 0.41 28.54 0.00 (AISC SECTIONS) SHEAR-Y 0.170 207 -2.79 24.70 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.232 206 6.87 29.84 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.409 207 -15.19 62.55 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.363 207 0.06 -34.72 1.25 (AISC SECTIONS) LRFD-H1-1A-C 0.412 207 -4.30 33.82 2.50 (AISC SECTIONS) SHEAR-Y 0.202 206

57.00 T 1882 ST W10X54 PASS 131.36 T 1883 ST W10X54 PASS 186.79 T 1884 ST W10X54 PASS 134.42 T 1885 ST W10X54 PASS 21.47 C 1886 ST W12X65 PASS 797.75 C 1887 ST W12X65 PASS 671.71 C 1888 ST W12X65 PASS 505.06 C 1889 ST W12X65 PASS 469.98 C 1890 ST W12X65 PASS 164.24 C 1891 ST W12X65 PASS 916.68 T 1892 ST W12X65 PASS 726.84 T 1893 ST W12X65 PASS 240.03 C 1894 ST W12X65 PASS 445.55 C 1895 ST W12X65 PASS 445.19 C 1896 ST W12X65 PASS 459.35 C 1897 ST W12X65 PASS 190.08 C 1898 ST W12X65 PASS 872.95 T 1899 ST W12X65 PASS 691.95 T 1900 ST W12X65 PASS 250.64 C

-2.27

33.44 0.00 (AISC SECTIONS) SHEAR-Y 0.189 211 1.56 28.79 0.00 (AISC SECTIONS) SHEAR-Y 0.173 211 -1.17 24.13 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.216 206 8.45 27.09 2.50 (AISC SECTIONS) SHEAR-Y 0.200 206 -1.08 38.10 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.464 204 0.04 55.88 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.474 207 -2.01 75.80 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.399 206 2.75 71.11 2.50 (AISC SECTIONS) SHEAR-Y 0.313 204 -0.04 58.98 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.336 206 17.61 68.18 2.50 (AISC SECTIONS) LRFD-H1-1A-T 0.460 206 7.15 34.59 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.545 206 6.47 97.89 0.00 (AISC SECTIONS) SHEAR-Y 0.266 204 -0.04 37.74 2.50 (AISC SECTIONS) SHEAR-Y 0.319 204 0.00 66.66 2.50 (AISC SECTIONS) SHEAR-Y 0.320 204 0.00 68.02 2.50 (AISC SECTIONS) SHEAR-Y 0.311 204 -0.04 58.34 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.344 206 17.57 69.01 2.50 (AISC SECTIONS) LRFD-H1-1A-T 0.443 206 2.81 -44.00 1.25 (AISC SECTIONS) LRFD-H1-1A-T 0.526 206 6.42 95.31 0.00 (AISC SECTIONS) SHEAR-Y 0.268 205 -0.04 38.51 2.50

1901 ST W12X65 PASS 448.19 C 1902 ST W12X65 PASS 438.20 C 1903 ST W12X65 PASS 451.70 C 1904 ST W12X65 PASS 190.38 C 1905 ST W12X65 PASS 872.96 T 1906 ST W12X65 PASS 691.96 T 1907 ST W12X65 PASS 258.83 C 1908 ST W12X65 PASS 455.74 C 1909 ST W12X65 PASS 444.28 C 1910 ST W12X65 PASS 447.49 C 1911 ST W12X65 PASS 173.18 C 1912 ST W12X65 PASS 911.00 T 1913 ST W12X65 PASS 733.50 T 1914 ST W12X65 PASS 244.89 C 1915 ST W12X65 PASS 470.96 C 1916 ST W12X65 PASS 518.06 C 1917 ST W12X65 PASS 703.56 C 1918 ST W12X65 PASS 772.55 C 1919 ST W10X54 PASS 22.03 C 1920 ST W10X54

(AISC SECTIONS) SHEAR-Y 0.320 205 0.00 66.85 2.50 (AISC SECTIONS) SHEAR-Y 0.320 205 0.00 67.78 2.50 (AISC SECTIONS) SHEAR-Y 0.310 204 -0.04 57.83 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.344 206 17.57 68.98 2.50 (AISC SECTIONS) LRFD-H1-1A-T 0.443 206 2.82 -44.00 1.25 (AISC SECTIONS) LRFD-H1-1A-T 0.526 206 6.40 95.31 0.00 (AISC SECTIONS) SHEAR-Y 0.269 205 -0.04 39.08 2.50 (AISC SECTIONS) SHEAR-Y 0.321 205 0.00 67.40 2.50 (AISC SECTIONS) SHEAR-Y 0.321 205 0.00 68.28 2.50 (AISC SECTIONS) SHEAR-Y 0.310 205 -0.04 57.98 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.341 206 17.60 69.19 2.50 (AISC SECTIONS) LRFD-H1-1A-T 0.457 206 7.23 34.04 0.00 (AISC SECTIONS) LRFD-H1-1A-T 0.548 206 6.38 98.08 0.00 (AISC SECTIONS) SHEAR-Y 0.266 205 -0.04 37.57 2.50 (AISC SECTIONS) SHEAR-Y 0.319 205 0.01 65.90 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.382 207 -1.97 63.96 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.422 207 2.04 -49.91 0.83 (AISC SECTIONS) LRFD-H1-1A-C 0.490 206 7.72 53.15 2.50 (AISC SECTIONS) SHEAR-Y 0.170 206 3.14 20.02 0.00 (AISC SECTIONS)

1921 ST

1922 ST

1923 ST

1924 ST

1925 ST

1926 ST

1927 ST

1928 ST

1929 ST

1930 ST

1931 ST

1932 ST

1933 ST

1934 ST

1935 ST

1936 ST

1937 ST

1938 ST

1939 ST

PASS 175.26 T W10X54 PASS 170.62 T W10X54 PASS 177.93 T W10X54 PASS 8.98 C W10X54 PASS 449.22 C W10X54 PASS 520.14 C W10X54 PASS 97.57 T W10X54 PASS 181.57 T W10X54 PASS 49.52 T W10X54 PASS 239.48 T W10X54 PASS 89.16 C W10X54 PASS 486.43 C W10X54 PASS 535.60 C W10X54 PASS 142.86 T W10X54 PASS 216.39 T W10X54 PASS 32.53 T W10X54 PASS 256.45 T W10X54 PASS 94.65 C W10X54 PASS 487.10 C W10X54 PASS

SHEAR-Y 0.180 206 -3.81 25.93 0.00 (AISC SECTIONS) SHEAR-Y 0.166 207 -1.27 23.65 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.252 207 -6.79 37.20 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.389 206 15.15 61.55 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.353 206 0.08 -34.80 1.04 (AISC SECTIONS) LRFD-H1-1A-C 0.431 206 4.31 37.24 2.50 (AISC SECTIONS) SHEAR-Y 0.191 207 2.16 30.61 0.00 (AISC SECTIONS) SHEAR-Y 0.181 207 -0.38 27.17 0.00 (AISC SECTIONS) SHEAR-Y 0.167 206 2.81 23.32 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.234 207 -6.84 29.55 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.411 206 15.18 61.82 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.371 206 0.07 -34.81 1.04 (AISC SECTIONS) LRFD-H1-1A-C 0.441 206 4.31 38.09 2.50 (AISC SECTIONS) SHEAR-Y 0.198 207 2.20 33.14 0.00 (AISC SECTIONS) SHEAR-Y 0.186 207 -0.42 29.18 0.00 (AISC SECTIONS) SHEAR-Y 0.171 206 2.83 24.77 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.234 207 -6.88 28.35 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.417 206 15.22 62.88 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.373 206 0.07 -35.02 1.04 (AISC SECTIONS) LRFD-H1-1A-C 0.442 206

532.64 C 1940 ST W10X54 PASS 132.88 T 1941 ST W10X54 PASS 198.12 T 1942 ST W10X54 PASS 52.14 T 1943 ST W10X54 PASS 220.08 T 1944 ST W10X54 PASS 70.25 C 1945 ST W10X54 PASS 470.69 C 1946 ST W10X54 PASS 506.87 C 1947 ST W10X54 PASS 56.86 T 1948 ST W10X54 PASS 131.23 T 1949 ST W10X54 PASS 186.70 T 1950 ST W10X54 PASS 134.26 T 1951 ST W10X54 PASS 21.61 C 1952 ST W12X65 PASS 427.04 T 1953 ST W12X65 PASS 513.26 T 1954 ST W12X65 PASS 381.47 T 1955 ST W12X65 PASS 22.70 T 1956 ST W12X65 PASS 318.30 C 1957 ST W12X65 PASS 1058.39 C 1958 ST W12X65 PASS 369.55 C

4.34 38.68 2.50 (AISC SECTIONS) SHEAR-Y 0.198 207 2.21 32.91 0.00 (AISC SECTIONS) SHEAR-Y 0.184 207 -0.40 28.54 0.00 (AISC SECTIONS) SHEAR-Y 0.170 206 2.80 24.70 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.231 207 -6.82 29.86 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.410 206 15.27 62.55 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.363 206 -0.04 -34.71 1.25 (AISC SECTIONS) LRFD-H1-1A-C 0.412 206 4.35 33.86 2.50 (AISC SECTIONS) SHEAR-Y 0.202 207 2.27 33.43 0.00 (AISC SECTIONS) SHEAR-Y 0.189 212 -1.55 28.79 0.00 (AISC SECTIONS) SHEAR-Y 0.173 212 1.18 24.12 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.216 207 -8.45 27.11 2.50 (AISC SECTIONS) SHEAR-Y 0.200 207 1.05 38.11 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.169 207 -6.51 -18.00 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.197 207 -5.44 -24.80 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.118 207 -2.88 -10.95 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.122 206 12.32 14.34 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.301 206 15.67 48.89 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.632 207 4.51 -70.72 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.217 207 -7.99 32.52 2.50

1959 ST W12X65 PASS 406.89 T 1960 ST W12X65 PASS 417.32 T 1961 ST W12X65 PASS 342.52 T 1962 ST W12X65 PASS 150.23 T 1963 ST W12X65 PASS 421.44 C 1964 ST W12X65 PASS 1039.84 C 1965 ST W12X65 PASS 392.73 C 1966 ST W12X65 PASS 476.32 T 1967 ST W12X65 PASS 492.73 T 1968 ST W12X65 PASS 383.03 T 1969 ST W12X65 PASS 76.39 C 1970 ST W12X65 PASS 498.44 C 1971 ST W12X65 PASS 1051.99 C 1972 ST W12X65 PASS 403.19 C 1973 ST W12X65 PASS 469.40 T 1974 ST W12X65 PASS 475.23 T 1975 ST W12X65 PASS 354.76 T 1976 ST W12X65 PASS 139.78 T 1977 ST W12X65 PASS 433.70 C 1978 ST W12X65

(AISC SECTIONS) LRFD-H1-1B-T 0.166 206 -3.36 -25.01 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.149 211 -2.55 -20.34 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.126 206 4.79 -11.84 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.099 206 9.31 4.57 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.273 212 4.93 55.44 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.624 207 4.52 -70.31 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.225 207 -7.94 33.74 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.195 206 -4.05 -29.31 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.164 206 -0.47 -25.28 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.137 206 4.28 -14.35 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.096 207 3.33 -21.29 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.358 207 -0.07 61.79 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.629 207 4.35 -70.88 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.227 207 3.79 -42.87 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.195 206 -4.58 -28.80 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.161 206 -1.02 -24.06 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.123 206 3.69 -12.41 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.092 206 8.15 5.49 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.282 212 5.27 56.81 2.50 (AISC SECTIONS)

1979 ST

1980 ST

1981 ST

1982 ST

1983 ST

1984 ST

1985 ST

1986 ST

1987 ST

1988 ST

1989 ST

1990 ST

1991 ST

1992 ST

1993 ST

1994 ST

1995 ST

1996 ST

1997 ST

PASS 1028.33 C W12X65 PASS 328.24 C W12X65 PASS 485.42 T W12X65 PASS 524.02 T W12X65 PASS 455.30 T W12X65 PASS 284.88 T W12X65 PASS 23.06 C W12X65 PASS 263.98 T W12X65 PASS 74.12 T W12X65 PASS 68.85 T W12X65 PASS 132.36 T W12X65 PASS 69.22 C W12X65 PASS 1244.29 C W12X65 PASS 455.66 T W12X65 PASS 381.62 T W12X65 PASS 131.71 T W12X65 PASS 81.72 T W12X65 PASS 118.10 T W12X65 PASS 88.41 C W12X65 PASS

LRFD-H1-1A-C 0.618 207 4.34 -70.45 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.198 207 3.76 -38.22 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.226 206 -7.85 -31.37 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.210 211 -5.59 -28.23 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.153 207 -2.62 -19.18 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.083 207 3.49 -3.25 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.088 206 7.55 12.65 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.252 206 -2.61 -66.50 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.230 206 -2.67 -70.96 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.194 207 2.62 -58.64 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.188 207 2.64 -52.24 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.166 207 -11.54 28.17 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.597 206 -7.35 -20.09 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.268 206 -5.40 53.62 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.158 206 -2.27 -26.52 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.187 207 2.49 -52.13 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.177 207 2.43 -52.10 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.182 207 2.49 -51.26 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.171 207 2.18 -49.48 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.604 206

1260.73 C 1998 ST W12X65 PASS 449.73 T 1999 ST W12X65 PASS 372.09 T 2000 ST W12X65 PASS 127.15 T 2001 ST W12X65 PASS 80.58 T 2002 ST W12X65 PASS 118.42 T 2003 ST W12X65 PASS 87.74 C 2004 ST W12X65 PASS 1259.52 C 2005 ST W12X65 PASS 448.54 T 2006 ST W12X65 PASS 370.90 T 2007 ST W12X65 PASS 125.87 T 2008 ST W12X65 PASS 79.57 T 2009 ST W12X65 PASS 117.42 T 2010 ST W12X65 PASS 91.66 C 2011 ST W12X65 PASS 1280.30 C 2012 ST W12X65 PASS 478.34 T 2013 ST W12X65 PASS 408.55 T 2014 ST W12X65 PASS 177.52 T 2015 ST W12X65 PASS 169.08 T 2016 ST W12X65 PASS 284.31 T

-6.64 -22.02 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.261 206 -5.62 51.04 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.160 206 -2.20 -27.76 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.187 207 2.44 -52.62 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.177 207 2.40 -52.30 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.182 207 2.46 -51.34 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.171 207 2.17 -49.51 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.602 206 -6.38 -22.02 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.262 206 -5.88 51.04 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.160 206 -2.21 -27.76 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.187 207 2.46 -52.58 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.177 207 2.43 -52.20 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.181 207 2.50 -51.10 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.171 207 2.23 -48.94 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.606 206 -6.16 -20.64 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.280 206 -6.58 53.80 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.162 206 -2.30 -25.87 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.195 207 2.59 -51.85 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.199 207 2.60 -53.81 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.234 207 2.66 -58.86 0.00

2017 ST W12X65 PASS 166.75 T 2018 ST W12X65 PASS 426.61 T 2019 ST W12X65 PASS 513.12 T 2020 ST W12X65 PASS 381.37 T 2021 ST W12X65 PASS 22.38 T 2022 ST W12X65 PASS 318.35 C 2023 ST W12X65 PASS 1057.23 C 2024 ST W12X65 PASS 369.80 C 2025 ST W12X65 PASS 406.61 T 2026 ST W12X65 PASS 417.18 T 2027 ST W12X65 PASS 342.40 T 2028 ST W12X65 PASS 149.95 T 2029 ST W12X65 PASS 421.51 C 2030 ST W12X65 PASS 1038.64 C 2031 ST W12X65 PASS 392.96 C 2032 ST W12X65 PASS 476.06 T 2033 ST W12X65 PASS 492.62 T 2034 ST W12X65 PASS 382.92 T 2035 ST W12X65 PASS 76.66 C 2036 ST W12X65

(AISC SECTIONS) LRFD-H1-1B-T 0.240 206 -2.60 -68.44 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.169 206 6.51 -17.95 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.197 206 5.44 -24.80 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.118 206 2.88 -10.95 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.122 207 -12.32 14.37 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.301 207 -15.67 48.93 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.632 206 -4.52 -70.65 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.217 206 7.99 32.59 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.165 207 3.36 -24.98 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.149 212 2.55 -20.34 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.126 207 -4.79 -11.83 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.099 207 -9.31 4.60 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.273 211 -4.93 55.47 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.623 206 -4.54 -70.24 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.225 206 7.94 33.81 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.195 207 4.05 -29.28 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.164 207 0.47 -25.29 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.137 207 -4.28 -14.34 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.097 206 -3.33 -21.30 0.00 (AISC SECTIONS)

2037 ST

2038 ST

2039 ST

2040 ST

2041 ST

2042 ST

2043 ST

2044 ST

2045 ST

2046 ST

2047 ST

2048 ST

2049 ST

2050 ST

2051 ST

2052 ST

2053 ST

2054 ST

2055 ST

PASS 498.52 C W12X65 PASS 1050.78 C W12X65 PASS 403.44 C W12X65 PASS 469.13 T W12X65 PASS 475.11 T W12X65 PASS 354.63 T W12X65 PASS 139.47 T W12X65 PASS 433.80 C W12X65 PASS 1027.12 C W12X65 PASS 328.55 C W12X65 PASS 485.13 T W12X65 PASS 523.85 T W12X65 PASS 455.12 T W12X65 PASS 284.47 T W12X65 PASS 23.27 C W10X54 PASS 492.81 C W10X54 PASS 331.62 T W10X54 PASS 16.52 C W10X54 PASS 319.53 T W10X54 PASS

LRFD-H1-1A-C 0.358 206 0.07 61.82 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.629 206 -4.36 -70.81 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.227 206 -3.80 -42.89 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.195 207 4.58 -28.76 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.161 207 1.01 -24.06 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.123 207 -3.70 -12.40 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.092 207 -8.15 5.52 2.50 (AISC SECTIONS) LRFD-H1-1B-C 0.282 211 -5.27 56.84 2.50 (AISC SECTIONS) LRFD-H1-1A-C 0.618 206 -4.36 -70.38 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.198 206 -3.77 -38.24 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.226 207 7.85 -31.34 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.210 212 5.59 -28.23 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.153 206 2.62 -19.17 2.50 (AISC SECTIONS) LRFD-H1-1B-T 0.083 206 -3.49 -3.28 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.088 207 -7.55 12.66 2.50 (AISC SECTIONS) COMPRESSION 0.249 212 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.146 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.008 212 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.140 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.057 211

129.96 T 2056 ST W10X54 PASS 190.11 T 2057 ST W10X54 PASS 286.38 T 2058 ST W10X54 PASS 28.14 C 2059 ST W10X54 PASS 414.34 T 2060 ST W10X54 PASS 219.63 C 2061 ST W10X54 PASS 516.82 T 2062 ST W10X54 PASS 289.22 C 2063 ST W10X54 PASS 538.83 T 2064 ST W10X54 PASS 437.01 T 2065 ST W10X54 PASS 265.34 C 2066 ST W10X54 PASS 435.89 T 2067 ST W10X54 PASS 199.74 C 2068 ST W10X54 PASS 342.48 T 2069 ST W10X54 PASS 69.91 T 2070 ST W10X54 PASS 215.88 T 2071 ST W10X54 PASS 227.23 T 2072 ST W10X54 PASS 64.73 T 2073 ST W10X54 PASS 360.89 T 2074 ST W10X54 PASS 186.38 C

0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.083 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.126 211 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.014 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.182 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.111 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.227 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.146 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.237 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.192 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.134 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.191 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.101 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.150 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.031 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.095 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.100 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.028 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.158 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.094 207 0.00 0.00 2.61

2075 ST W10X54 PASS 462.65 T 2076 ST W10X54 PASS 259.69 C 2077 ST W10X54 PASS 478.48 T 2078 ST W10X54 PASS 474.13 T 2079 ST W10X54 PASS 269.59 C 2080 ST W10X54 PASS 460.75 T 2081 ST W10X54 PASS 199.63 C 2082 ST W10X54 PASS 362.01 T 2083 ST W10X54 PASS 76.60 T 2084 ST W10X54 PASS 231.19 T 2085 ST W10X54 PASS 231.19 T 2086 ST W10X54 PASS 76.60 T 2087 ST W10X54 PASS 362.01 T 2088 ST W10X54 PASS 199.63 C 2089 ST W10X54 PASS 460.75 T 2090 ST W10X54 PASS 269.59 C 2091 ST W10X54 PASS 474.13 T 2092 ST W10X54 PASS 478.48 T 2093 ST W10X54 PASS 259.69 C 2094 ST W10X54

(AISC SECTIONS) TENSION 0.203 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.131 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.210 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.208 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.136 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.202 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.101 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.159 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.034 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.102 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.102 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.034 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.159 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.101 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.202 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.136 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.208 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.210 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.131 207 0.00 0.00 0.00 (AISC SECTIONS)

2095 ST

2096 ST

2097 ST

2098 ST

2099 ST

2100 ST

2101 ST

2102 ST

2103 ST

2104 ST

2105 ST

2106 ST

2107 ST

2108 ST

2109 ST

2110 ST

2111 ST

2112 ST

2113 ST

PASS 462.65 T W10X54 PASS 186.38 C W10X54 PASS 360.89 T W10X54 PASS 64.73 T W10X54 PASS 227.23 T W10X54 PASS 215.88 T W10X54 PASS 69.91 T W10X54 PASS 342.48 T W10X54 PASS 199.74 C W10X54 PASS 435.89 T W10X54 PASS 265.34 C W10X54 PASS 437.01 T W10X54 PASS 538.83 T W10X54 PASS 289.22 C W10X54 PASS 516.82 T W10X54 PASS 219.63 C W10X54 PASS 414.34 T W10X54 PASS 28.14 C W10X54 PASS 286.38 T W10X54 PASS

TENSION 0.203 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.094 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.158 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.028 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.100 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.095 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.031 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.150 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.101 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.191 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.134 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.192 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.237 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.146 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.227 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.111 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.182 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.014 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.126 211 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.083 207

190.11 T 2114 ST W10X54 PASS 129.96 T 2115 ST W10X54 PASS 319.53 T 2116 ST W10X54 PASS 16.52 C 2117 ST W10X54 PASS 331.62 T 2118 ST W10X54 PASS 492.81 C 2119 ST W10X54 PASS 539.93 C 2120 ST W10X54 PASS 189.24 T 2121 ST W10X54 PASS 93.80 T 2122 ST W10X54 PASS 29.95 T 2123 ST W10X54 PASS 216.13 T 2124 ST W10X54 PASS 88.07 T 2125 ST W10X54 PASS 181.70 T 2126 ST W10X54 PASS 141.35 T 2127 ST W10X54 PASS 188.78 T 2128 ST W10X54 PASS 15.82 T 2129 ST W10X54 PASS 449.11 T 2130 ST W10X54 PASS 316.32 C 2131 ST W10X54 PASS 1304.92 T 2132 ST W10X54 PASS 1315.38 T

0.00

0.00 2.61 (AISC SECTIONS) TENSION 0.057 211 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.140 207 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.008 212 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.146 207 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.249 212 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.273 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.083 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.041 205 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.013 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.095 205 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.039 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.080 205 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.062 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.083 205 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.007 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.197 205 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.160 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.573 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.578 205 0.00 0.00 0.00

2133 ST W10X54 PASS 317.32 C 2134 ST W10X54 PASS 437.40 T 2135 ST W10X54 PASS 4.70 T 2136 ST W10X54 PASS 167.57 T 2137 ST W10X54 PASS 151.03 T 2138 ST W10X54 PASS 142.40 T 2139 ST W10X54 PASS 143.09 T 2140 ST W10X54 PASS 152.67 T 2141 ST W10X54 PASS 165.82 T 2142 ST W10X54 PASS 13.09 T 2143 ST W10X54 PASS 429.12 T 2144 ST W10X54 PASS 317.27 C 2145 ST W10X54 PASS 1291.99 T 2146 ST W10X54 PASS 1293.57 T 2147 ST W10X54 PASS 314.52 C 2148 ST W10X54 PASS 426.66 T 2149 ST W10X54 PASS 10.03 T 2150 ST W10X54 PASS 163.36 T 2151 ST W10X54 PASS 149.57 T 2152 ST W10X54

(AISC SECTIONS) COMPRESSION 0.160 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.192 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.002 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.074 210 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.066 205 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.063 210 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.063 205 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.067 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.073 205 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.006 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.188 205 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.160 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.567 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.568 205 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.159 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.187 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.004 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.072 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.066 209 0.00 0.00 2.61 (AISC SECTIONS)

2153 ST

2154 ST

2155 ST

2156 ST

2157 ST

2158 ST

2159 ST

2160 ST

2161 ST

2162 ST

2163 ST

2164 ST

2165 ST

2166 ST

2167 ST

2168 ST

2169 ST

2170 ST

2171 ST

PASS 140.69 T W10X54 PASS 140.69 T W10X54 PASS 149.57 T W10X54 PASS 163.36 T W10X54 PASS 10.03 T W10X54 PASS 426.66 T W10X54 PASS 314.52 C W10X54 PASS 1293.57 T W10X54 PASS 1291.99 T W10X54 PASS 317.26 C W10X54 PASS 429.11 T W10X54 PASS 13.09 T W10X54 PASS 165.82 T W10X54 PASS 152.67 T W10X54 PASS 143.09 T W10X54 PASS 142.40 T W10X54 PASS 151.03 T W10X54 PASS 167.57 T W10X54 PASS 4.70 T W10X54 PASS

TENSION 0.062 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.062 205 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.066 210 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.072 205 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.004 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.187 205 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.159 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.568 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.567 205 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.160 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.188 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.006 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.073 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.067 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.063 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.063 209 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.066 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.074 209 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.002 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.192 204

437.41 T 2172 ST W10X54 PASS 317.32 C 2173 ST W10X54 PASS 1315.38 T 2174 ST W10X54 PASS 1304.92 T 2175 ST W10X54 PASS 316.32 C 2176 ST W10X54 PASS 449.11 T 2177 ST W10X54 PASS 15.82 T 2178 ST W10X54 PASS 188.78 T 2179 ST W10X54 PASS 141.35 T 2180 ST W10X54 PASS 181.70 T 2181 ST W10X54 PASS 88.07 T 2182 ST W10X54 PASS 216.12 T 2183 ST W10X54 PASS 29.95 T 2184 ST W10X54 PASS 93.80 T 2185 ST W10X54 PASS 189.24 T 2186 ST W10X54 PASS 539.93 C 2187 ST W10X54 PASS 492.36 C 2188 ST W10X54 PASS 331.41 T 2189 ST W10X54 PASS 16.48 C 2190 ST W10X54 PASS 319.57 T

0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.160 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.578 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.573 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.160 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.197 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.007 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.083 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.062 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.080 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.039 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.095 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.013 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.041 204 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.083 204 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.273 205 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.249 211 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.146 206 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.008 211 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.140 206 0.00 0.00 0.00

2191 ST W10X54 PASS 129.75 T 2192 ST W10X54 PASS 190.12 T 2193 ST W10X54 PASS 286.32 T 2194 ST W10X54 PASS 28.27 C 2195 ST W10X54 PASS 414.35 T 2196 ST W10X54 PASS 219.60 C 2197 ST W10X54 PASS 516.61 T 2198 ST W10X54 PASS 288.58 C 2199 ST W10X54 PASS 538.06 T 2200 ST W10X54 PASS 436.26 T 2201 ST W10X54 PASS 264.70 C 2202 ST W10X54 PASS 435.69 T 2203 ST W10X54 PASS 199.74 C 2204 ST W10X54 PASS 342.51 T 2205 ST W10X54 PASS 69.77 T 2206 ST W10X54 PASS 215.86 T 2207 ST W10X54 PASS 227.21 T 2208 ST W10X54 PASS 64.61 T 2209 ST W10X54 PASS 360.91 T 2210 ST W10X54

(AISC SECTIONS) TENSION 0.057 212 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.083 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.126 212 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.014 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.182 207 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.111 204 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.227 207 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.146 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.236 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.192 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.134 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.191 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.101 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.150 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.031 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.095 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.100 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.028 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.158 207 0.00 0.00 2.61 (AISC SECTIONS)

2211 ST

2212 ST

2213 ST

2214 ST

2215 ST

2216 ST

2217 ST

2218 ST

2219 ST

2220 ST

2221 ST

2222 ST

2223 ST

2224 ST

2225 ST

2226 ST

2227 ST

2228 ST

2229 ST

PASS 186.36 C W10X54 PASS 462.44 T W10X54 PASS 259.05 C W10X54 PASS 477.72 T W10X54 PASS 473.39 T W10X54 PASS 268.95 C W10X54 PASS 460.55 T W10X54 PASS 199.61 C W10X54 PASS 362.04 T W10X54 PASS 76.47 T W10X54 PASS 231.17 T W10X54 PASS 231.17 T W10X54 PASS 76.47 T W10X54 PASS 362.04 T W10X54 PASS 199.61 C W10X54 PASS 460.55 T W10X54 PASS 268.95 C W10X54 PASS 473.39 T W10X54 PASS 477.72 T W10X54 PASS

COMPRESSION 0.094 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.203 207 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.131 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.210 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.208 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.136 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.202 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.101 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.159 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.034 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.102 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.102 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.034 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.159 207 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.101 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.202 207 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.136 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.208 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.210 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.131 206

259.05 C 2230 ST W10X54 PASS 462.44 T 2231 ST W10X54 PASS 186.36 C 2232 ST W10X54 PASS 360.91 T 2233 ST W10X54 PASS 64.61 T 2234 ST W10X54 PASS 227.21 T 2235 ST W10X54 PASS 215.86 T 2236 ST W10X54 PASS 69.77 T 2237 ST W10X54 PASS 342.51 T 2238 ST W10X54 PASS 199.74 C 2239 ST W10X54 PASS 435.68 T 2240 ST W10X54 PASS 264.70 C 2241 ST W10X54 PASS 436.26 T 2242 ST W10X54 PASS 538.06 T 2243 ST W10X54 PASS 288.58 C 2244 ST W10X54 PASS 516.61 T 2245 ST W10X54 PASS 219.60 C 2246 ST W10X54 PASS 414.35 T 2247 ST W10X54 PASS 28.27 C 2248 ST W10X54 PASS 286.32 T

0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.203 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.094 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.158 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.028 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.100 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.095 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.031 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.150 207 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.101 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.191 207 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.134 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.192 207 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.236 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.146 206 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.227 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.111 205 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.182 207 0.00 0.00 0.00 (AISC SECTIONS) COMPRESSION 0.014 207 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.126 212 0.00 0.00 0.00

2249 ST W10X54 PASS 190.12 T 2250 ST W10X54 PASS 129.75 T 2251 ST W10X54 PASS 319.57 T 2252 ST W10X54 PASS 16.48 C 2253 ST W10X54 PASS 331.41 T 2254 ST W10X54 PASS 492.36 C 2255 ST W12X87 PASS 92.13 C 2256 ST W12X87 PASS 104.73 C 2257 ST W12X87 PASS 101.68 C 2258 ST W12X87 PASS 99.47 C 2259 ST W12X87 PASS 92.07 C 2260 ST W12X87 PASS 103.51 C 2261 ST W12X87 PASS 92.85 C 2262 ST W12X87 PASS 84.89 C 2263 ST W12X87 PASS 96.51 C 2264 ST W12X87 PASS 99.58 C 2265 ST W12X87 PASS 103.74 C 2266 ST W12X87 PASS 96.72 C 2267 ST W12X87 PASS 105.50 C 2268 ST W12X87

(AISC SECTIONS) TENSION 0.083 206 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.057 212 0.00 0.00 0.00 (AISC SECTIONS) TENSION 0.140 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.008 211 0.00 0.00 2.61 (AISC SECTIONS) TENSION 0.146 206 0.00 0.00 2.61 (AISC SECTIONS) COMPRESSION 0.249 211 0.00 0.00 2.61 (AISC SECTIONS) SHEAR-Y 0.082 207 -0.15 -16.35 0.00 (AISC SECTIONS) SHEAR-Y 0.055 207 -0.02 -10.30 0.00 (AISC SECTIONS) SHEAR-Y 0.038 206 -0.09 7.21 0.00 (AISC SECTIONS) SHEAR-Y 0.110 206 -0.03 20.93 0.00 (AISC SECTIONS) SHEAR-Y 0.188 206 -0.06 35.20 0.00 (AISC SECTIONS) SHEAR-Y 0.138 206 -0.32 17.81 0.00 (AISC SECTIONS) SHEAR-Y 0.103 205 -0.10 31.68 0.75 (AISC SECTIONS) SHEAR-Y 0.149 205 0.04 34.10 0.75 (AISC SECTIONS) SHEAR-Y 0.075 205 -0.14 16.67 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.017 205 -0.10 -1.22 0.00 (AISC SECTIONS) SHEAR-Y 0.074 206 -0.02 14.13 0.00 (AISC SECTIONS) SHEAR-Y 0.150 206 -0.06 28.05 0.00 (AISC SECTIONS) SHEAR-Y 0.113 206 -0.32 13.55 0.00 (AISC SECTIONS)

2269 ST

2270 ST

2271 ST

2272 ST

2273 ST

2274 ST

2275 ST

2276 ST

2277 ST

2278 ST

2279 ST

2280 ST

2281 ST

2282 ST

2283 ST

2284 ST

2285 ST

2286 ST

2287 ST


SHEAR-Y 0.112 206 -0.33 -13.26 0.00 (AISC SECTIONS) SHEAR-Y 0.148 205 0.05 33.96 0.75 (AISC SECTIONS) SHEAR-Y 0.074 205 -0.14 16.46 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.017 204 -0.10 0.97 0.00 (AISC SECTIONS) SHEAR-Y 0.074 204 -0.14 -16.46 0.75 (AISC SECTIONS) SHEAR-Y 0.148 204 0.05 -33.96 0.75 (AISC SECTIONS) SHEAR-Y 0.112 206 -0.33 13.26 0.00 (AISC SECTIONS) SHEAR-Y 0.113 206 -0.32 -13.55 0.00 (AISC SECTIONS) SHEAR-Y 0.150 206 -0.06 -28.05 0.00 (AISC SECTIONS) SHEAR-Y 0.074 206 -0.02 -14.13 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.017 204 -0.10 1.22 0.00 (AISC SECTIONS) SHEAR-Y 0.075 204 -0.14 -16.67 0.75 (AISC SECTIONS) SHEAR-Y 0.149 204 0.04 -34.10 0.75 (AISC SECTIONS) SHEAR-Y 0.103 204 -0.10 -31.68 0.75 (AISC SECTIONS) SHEAR-Y 0.138 206 -0.32 -17.81 0.00 (AISC SECTIONS) SHEAR-Y 0.188 206 -0.06 -35.20 0.00 (AISC SECTIONS) SHEAR-Y 0.110 206 -0.03 -20.93 0.00 (AISC SECTIONS) SHEAR-Y 0.038 206 -0.09 -7.21 0.00 (AISC SECTIONS) SHEAR-Y 0.055 207 -0.02 10.30 0.00 (AISC SECTIONS) SHEAR-Y 0.082 207


-0.15

16.35 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.028 205 0.00 -3.85 0.00 (AISC SECTIONS) SHEAR-Y 0.058 204 0.00 -12.17 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.030 205 0.00 -4.89 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.022 205 0.00 0.73 0.00 (AISC SECTIONS) SHEAR-Y 0.110 204 0.00 -22.90 0.75 (AISC SECTIONS) SHEAR-Y 0.329 204 0.00 -74.01 0.75 (AISC SECTIONS) SHEAR-Y 0.332 205 0.00 74.61 0.75 (AISC SECTIONS) SHEAR-Y 0.110 205 0.00 22.76 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.023 207 -0.02 -1.03 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.020 206 -0.07 0.03 0.50 (AISC SECTIONS) LRFD-H1-1B-C 0.024 210 0.00 1.35 0.75 (AISC SECTIONS) SHEAR-Y 0.106 204 0.00 -22.04 0.75 (AISC SECTIONS) SHEAR-Y 0.326 204 0.00 -73.27 0.75 (AISC SECTIONS) SHEAR-Y 0.326 205 0.00 73.32 0.75 (AISC SECTIONS) SHEAR-Y 0.106 205 0.00 22.06 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.023 207 -0.02 -1.28 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.020 206 -0.07 0.00 0.44 (AISC SECTIONS) LRFD-H1-1B-C 0.023 207 -0.02 1.28 0.75 (AISC SECTIONS) SHEAR-Y 0.106 204 0.00 -22.06 0.75


(AISC SECTIONS) SHEAR-Y 0.326 204 0.00 -73.32 0.75 (AISC SECTIONS) SHEAR-Y 0.326 205 0.00 73.27 0.75 (AISC SECTIONS) SHEAR-Y 0.106 205 0.00 22.04 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.024 209 0.00 -1.35 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.020 206 -0.07 -0.03 0.50 (AISC SECTIONS) LRFD-H1-1B-C 0.023 207 -0.02 1.03 0.75 (AISC SECTIONS) SHEAR-Y 0.110 204 0.00 -22.76 0.75 (AISC SECTIONS) SHEAR-Y 0.332 204 0.00 -74.61 0.75 (AISC SECTIONS) SHEAR-Y 0.329 205 0.00 74.01 0.75 (AISC SECTIONS) SHEAR-Y 0.110 205 0.00 22.90 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.022 204 0.00 -0.73 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.030 204 0.00 4.89 0.75 (AISC SECTIONS) SHEAR-Y 0.058 205 0.00 12.17 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.028 204 0.00 3.85 0.00 (AISC SECTIONS) SHEAR-Y 0.082 206 0.15 -16.33 0.00 (AISC SECTIONS) SHEAR-Y 0.055 206 0.02 -10.31 0.00 (AISC SECTIONS) SHEAR-Y 0.038 207 0.09 7.21 0.00 (AISC SECTIONS) SHEAR-Y 0.110 207 0.03 20.93 0.00 (AISC SECTIONS) SHEAR-Y 0.188 207 0.06 35.18 0.00 (AISC SECTIONS)

2327 ST

2328 ST

2329 ST

2330 ST

2331 ST

2332 ST

2333 ST

2334 ST

2335 ST

2336 ST

2337 ST

2338 ST

2339 ST

2340 ST

2341 ST

2342 ST

2343 ST

2344 ST

2345 ST


SHEAR-Y 0.138 207 0.31 17.76 0.00 (AISC SECTIONS) SHEAR-Y 0.102 205 0.11 31.59 0.75 (AISC SECTIONS) SHEAR-Y 0.149 205 -0.04 34.09 0.75 (AISC SECTIONS) SHEAR-Y 0.075 205 0.14 16.69 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.017 205 0.10 -1.22 0.00 (AISC SECTIONS) SHEAR-Y 0.074 207 0.02 14.14 0.00 (AISC SECTIONS) SHEAR-Y 0.150 207 0.06 28.04 0.00 (AISC SECTIONS) SHEAR-Y 0.113 207 0.32 13.50 0.00 (AISC SECTIONS) SHEAR-Y 0.111 207 0.32 -13.21 0.00 (AISC SECTIONS) SHEAR-Y 0.148 205 -0.05 33.96 0.75 (AISC SECTIONS) SHEAR-Y 0.074 205 0.14 16.48 0.75 (AISC SECTIONS) LRFD-H1-1B-C 0.017 204 0.10 0.97 0.00 (AISC SECTIONS) SHEAR-Y 0.074 204 0.14 -16.48 0.75 (AISC SECTIONS) SHEAR-Y 0.148 204 -0.05 -33.96 0.75 (AISC SECTIONS) SHEAR-Y 0.111 207 0.32 13.21 0.00 (AISC SECTIONS) SHEAR-Y 0.113 207 0.32 -13.50 0.00 (AISC SECTIONS) SHEAR-Y 0.150 207 0.06 -28.04 0.00 (AISC SECTIONS) SHEAR-Y 0.074 207 0.02 -14.14 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.017 204 0.10 1.22 0.00 (AISC SECTIONS) SHEAR-Y 0.075 204

96.50 C 2346 ST W12X87 PASS 84.87 C 2347 ST W12X87 PASS 92.85 C 2348 ST W12X87 PASS 103.50 C 2349 ST W12X87 PASS 92.06 C 2350 ST W12X87 PASS 99.46 C 2351 ST W12X87 PASS 101.67 C 2352 ST W12X87 PASS 104.72 C 2353 ST W12X87 PASS 92.12 C 2354 ST W12X35 PASS 210.86 T 2355 ST W12X35 PASS 122.92 C 2356 ST W12X35 PASS 89.21 T 2357 ST W12X35 PASS 43.32 C 2358 ST W12X35 PASS 63.25 C 2359 ST W12X35 PASS 199.26 T 2360 ST W12X35 PASS 202.60 T 2361 ST W12X35 PASS 59.97 C 2362 ST W12X35 PASS 46.05 C 2363 ST W12X35 PASS 86.50 T 2364 ST W12X35 PASS 125.89 C

0.14

-16.69 0.75 (AISC SECTIONS) SHEAR-Y 0.149 204 -0.04 -34.09 0.75 (AISC SECTIONS) SHEAR-Y 0.102 204 0.11 -31.59 0.75 (AISC SECTIONS) SHEAR-Y 0.138 207 0.31 -17.76 0.00 (AISC SECTIONS) SHEAR-Y 0.188 207 0.06 -35.18 0.00 (AISC SECTIONS) SHEAR-Y 0.110 207 0.03 -20.93 0.00 (AISC SECTIONS) SHEAR-Y 0.038 207 0.09 -7.21 0.00 (AISC SECTIONS) SHEAR-Y 0.055 206 0.02 10.31 0.00 (AISC SECTIONS) SHEAR-Y 0.082 206 0.15 16.33 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.281 206 0.46 37.31 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.265 206 -0.47 -38.76 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.202 206 0.33 30.82 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.195 206 -0.25 -32.28 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.117 207 -0.40 15.62 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.169 207 0.42 -17.13 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.178 206 0.68 -17.44 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.125 206 -0.66 16.04 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.193 207 -0.15 -32.14 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.198 207 0.23 30.69 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.262 207 -0.30 -38.57 1.48

2365 ST W12X35 PASS 207.71 T 2366 ST W12X35 PASS 122.92 C 2367 ST W12X35 PASS 210.86 T 2368 ST W12X35 PASS 43.32 C 2369 ST W12X35 PASS 89.21 T 2370 ST W12X35 PASS 199.26 T 2371 ST W12X35 PASS 63.25 C 2372 ST W12X35 PASS 59.97 C 2373 ST W12X35 PASS 202.60 T 2374 ST W12X35 PASS 86.50 T 2375 ST W12X35 PASS 46.05 C 2376 ST W12X35 PASS 207.71 T 2377 ST W12X35 PASS 125.89 C 2378 ST W12X35 PASS 207.87 T 2379 ST W12X35 PASS 125.90 C 2380 ST W12X35 PASS 86.57 T 2381 ST W12X35 PASS 46.03 C 2382 ST W12X35 PASS 59.93 C 2383 ST W12X35 PASS 202.57 T 2384 ST W12X35

(AISC SECTIONS) LRFD-H1-1B-T 0.275 207 0.30 37.10 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.265 206 0.47 -38.76 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.281 206 -0.46 37.31 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.195 206 0.25 -32.28 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.202 206 -0.33 30.82 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.169 207 -0.42 -17.13 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.117 207 0.40 15.62 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.125 206 0.66 16.04 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.178 206 -0.68 -17.44 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.198 207 -0.23 30.69 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.193 207 0.15 -32.14 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.275 207 -0.30 37.10 1.48 (AISC SECTIONS) LRFD-H1-1B-C 0.262 207 0.30 -38.57 1.48 (AISC SECTIONS) LRFD-H1-1B-T 0.276 206 0.30 37.31 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.263 206 -0.31 -38.77 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.199 206 0.23 30.82 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.193 206 -0.15 -32.27 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.123 207 -0.66 15.69 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.176 207 0.68 -17.09 0.00 (AISC SECTIONS)

2385 ST

2386 ST

2387 ST

2388 ST

2389 ST

2390 ST

2391 ST

2392 ST

2393 ST

2394 ST

2395 ST

2396 ST

2397 ST

2398 ST

2399 ST

2400 ST

2401 ST

2402 ST

2403 ST

PASS 199.29 T W12X35 PASS 63.29 C W12X35 PASS 43.34 C W12X35 PASS 89.13 T W12X35 PASS 122.90 C W12X35 PASS 210.70 T W12X35 PASS 125.90 C W12X35 PASS 207.87 T W12X35 PASS 46.03 C W12X35 PASS 86.57 T W12X35 PASS 202.57 T W12X35 PASS 59.93 C W12X35 PASS 63.29 C W12X35 PASS 199.29 T W12X35 PASS 89.14 T W12X35 PASS 43.34 C W12X35 PASS 210.70 T W12X35 PASS 122.90 C W10X30 PASS 1.33 T W10X30 PASS

LRFD-H1-1B-T 0.171 206 0.42 -17.48 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.119 206 -0.40 15.97 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.194 207 -0.25 -32.15 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.202 207 0.33 30.69 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.264 207 -0.47 -38.55 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.280 207 0.46 37.10 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.263 206 0.31 -38.77 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.276 206 -0.30 37.31 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.193 206 0.15 -32.27 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.199 206 -0.23 30.82 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.176 207 -0.68 -17.09 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.123 207 0.66 15.69 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.119 206 0.40 15.97 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.171 206 -0.42 -17.48 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.202 207 -0.33 30.69 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.194 207 0.25 -32.14 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.280 207 -0.46 37.10 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.264 207 0.47 -38.55 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.281 207 3.61 19.67 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.296 207

1.51 T 2404 ST W10X30 PASS 1.52 T 2405 ST W10X30 PASS 1.54 T 2406 ST W10X30 PASS 1.54 T 2407 ST W10X30 PASS 1.52 T 2408 ST W10X30 PASS 1.51 T 2409 ST W10X30 PASS 1.33 T 2410 ST W10X30 PASS 13.22 T 2411 ST W10X30 PASS 7.94 T 2412 ST W10X30 PASS 7.91 T 2413 ST W10X30 PASS 15.97 T 2414 ST W10X30 PASS 7.97 T 2415 ST W10X30 PASS 8.45 T 2416 ST W10X30 PASS 7.93 T 2417 ST W10X30 PASS 13.33 T 2418 ST W10X30 PASS 7.93 T 2419 ST W10X30 PASS 7.91 T 2420 ST W10X30 PASS 13.22 T 2421 ST W10X30 PASS 7.94 T 2422 ST W10X30 PASS 7.97 T

-3.99

19.92 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.290 207 3.84 19.85 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.293 207 -3.93 19.89 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.293 207 3.93 19.89 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.290 207 -3.84 19.85 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.296 207 3.99 19.92 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.281 207 -3.61 19.67 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.323 209 -4.73 19.89 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.360 210 6.72 17.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.359 209 -6.69 17.00 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.334 210 4.91 20.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.382 210 7.31 17.39 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.392 209 -7.55 17.71 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.361 210 6.74 17.04 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.323 209 -4.72 19.89 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.361 209 -6.74 17.04 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.359 210 6.69 17.00 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.323 210 4.73 19.89 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.360 209 -6.72 17.03 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.382 209 -7.31 17.39 0.00

2423 ST W10X30 PASS 15.97 T 2424 ST W10X30 PASS 8.45 T 2425 ST W10X30 PASS 12.89 C 2426 ST W10X30 PASS 1.52 T 2427 ST W10X30 PASS 12.80 C 2428 ST W10X30 PASS 1.70 T 2429 ST W10X30 PASS 12.75 C 2430 ST W10X30 PASS 1.71 T 2431 ST W10X30 PASS 12.75 C 2432 ST W10X30 PASS 1.73 T 2433 ST W10X30 PASS 12.75 C 2434 ST W10X30 PASS 1.73 T 2435 ST W10X30 PASS 12.75 C 2436 ST W10X30 PASS 1.71 T 2437 ST W10X30 PASS 12.80 C 2438 ST W10X30 PASS 1.70 T 2439 ST W10X30 PASS 12.89 C 2440 ST W10X30 PASS 1.52 T 2441 ST W10X30 PASS 14.58 T 2442 ST W10X30

(AISC SECTIONS) LRFD-H1-1B-T 0.334 209 -4.91 20.40 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.392 210 7.55 17.71 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.050 204 1.02 -1.10 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.283 206 3.62 19.86 3.27 (AISC SECTIONS) LRFD-H1-1B-C 0.050 205 -1.02 -1.10 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.298 206 -4.00 20.12 3.27 (AISC SECTIONS) LRFD-H1-1B-C 0.049 204 1.01 -1.09 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.292 206 3.85 20.04 3.27 (AISC SECTIONS) LRFD-H1-1B-C 0.049 205 -1.01 -1.09 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.296 206 -3.94 20.08 3.27 (AISC SECTIONS) LRFD-H1-1B-C 0.049 204 1.01 -1.09 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.296 206 3.94 20.08 3.27 (AISC SECTIONS) LRFD-H1-1B-C 0.049 205 -1.01 -1.09 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.292 206 -3.85 20.04 3.27 (AISC SECTIONS) LRFD-H1-1B-C 0.050 204 1.02 -1.10 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.298 206 4.00 20.12 3.27 (AISC SECTIONS) LRFD-H1-1B-C 0.050 205 -1.02 -1.10 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.283 206 -3.62 19.86 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.033 204 0.62 -0.95 1.59 (AISC SECTIONS)

2443 ST

2444 ST

2445 ST

2446 ST

2447 ST

2448 ST

2449 ST

2450 ST

2451 ST

2452 ST

2453 ST

2454 ST

2455 ST

2456 ST

2457 ST

2458 ST

2459 ST

2460 ST

2461 ST


LRFD-H1-1B-T 0.324 209 -4.73 19.97 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.050 205 -1.25 0.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.361 210 6.70 17.16 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.050 204 1.25 0.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.360 209 -6.68 17.13 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.035 205 -0.64 -0.87 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.335 210 4.91 20.49 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.054 205 -1.37 0.62 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.383 210 7.30 17.52 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.054 204 1.36 0.68 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.393 209 -7.53 17.84 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.050 205 -1.25 0.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.361 210 6.72 17.17 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.033 204 0.62 -0.94 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.324 209 -4.72 19.97 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.050 204 1.25 0.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.361 209 -6.72 17.17 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.050 205 -1.25 0.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.360 210 6.68 17.13 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.033 205

14.58 T 2462 ST W10X30 PASS 13.29 T 2463 ST W10X30 PASS 12.80 T 2464 ST W10X30 PASS 8.07 T 2465 ST W10X30 PASS 12.98 T 2466 ST W10X30 PASS 8.10 T 2467 ST W10X30 PASS 17.32 T 2468 ST W10X30 PASS 16.05 T 2469 ST W10X30 PASS 13.74 T 2470 ST W10X30 PASS 8.58 T 2471 ST W10X30 PASS 104.85 C 2472 ST W10X30 PASS 70.86 C 2473 ST W10X30 PASS 99.04 C 2474 ST W10X30 PASS 27.07 C 2475 ST W10X30 PASS 27.58 C 2476 ST W10X30 PASS 97.46 C 2477 ST W10X30 PASS 66.88 C 2478 ST W10X30 PASS 97.84 C 2479 ST W10X30 PASS 27.75 C 2480 ST W10X30 PASS 27.79 C

-0.62

-0.95 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.324 210 4.73 19.97 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.050 204 1.25 0.63 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.361 209 -6.70 17.16 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.054 204 1.37 0.62 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.383 209 -7.30 17.52 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.035 204 0.64 -0.87 1.59 (AISC SECTIONS) LRFD-H1-1B-T 0.335 209 -4.91 20.49 3.27 (AISC SECTIONS) LRFD-H1-1B-T 0.054 205 -1.36 0.68 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.393 210 7.53 17.84 3.27 (AISC SECTIONS) LRFD-H1-1A-C 0.506 207 1.90 25.96 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.379 204 -4.01 17.90 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.493 207 -2.02 25.43 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.272 207 2.75 15.94 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.283 207 -3.01 16.14 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.469 207 1.44 25.05 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.367 205 3.91 17.41 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.475 207 -1.59 25.12 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.279 207 2.89 16.09 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.281 207 -2.95 16.12 0.00


(AISC SECTIONS) LRFD-H1-1A-C 0.473 207 1.54 25.10 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.367 204 -3.91 17.42 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.473 207 -1.54 25.10 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.281 207 2.95 16.12 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.279 207 -2.89 16.09 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.475 207 1.59 25.12 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.367 204 -3.91 17.41 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.469 207 -1.44 25.05 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.283 207 3.01 16.14 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.272 207 -2.75 15.94 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.493 207 2.02 25.43 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.379 205 4.01 17.90 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.506 207 -1.90 25.96 0.00 (AISC SECTIONS) LRFD-H1-1A-C 0.507 206 1.89 26.06 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.380 204 -4.01 17.97 4.77 (AISC SECTIONS) LRFD-H1-1A-C 0.493 206 -2.01 25.53 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.274 206 2.76 16.09 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.285 206 -3.02 16.29 4.77 (AISC SECTIONS) LRFD-H1-1A-C 0.470 206 1.43 25.15 4.77 (AISC SECTIONS)

2501 ST

2502 ST

2503 ST

2504 ST

2505 ST

2506 ST

2507 ST

2508 ST

2509 ST

2510 ST

2511 ST

2512 ST

2513 ST

2514 ST

2515 ST

2516 ST

2517 ST

2518 ST

2519 ST


LRFD-H1-1B-C 0.367 205 3.91 17.48 4.77 (AISC SECTIONS) LRFD-H1-1A-C 0.476 206 -1.58 25.22 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.281 206 2.90 16.23 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.283 206 -2.96 16.27 4.77 (AISC SECTIONS) LRFD-H1-1A-C 0.474 206 1.53 25.20 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.367 204 -3.91 17.48 4.77 (AISC SECTIONS) LRFD-H1-1A-C 0.474 206 -1.53 25.20 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.283 206 2.96 16.27 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.281 206 -2.90 16.23 4.77 (AISC SECTIONS) LRFD-H1-1A-C 0.476 206 1.58 25.22 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.367 204 -3.91 17.48 4.77 (AISC SECTIONS) LRFD-H1-1A-C 0.470 206 -1.43 25.15 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.285 206 3.02 16.29 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.274 206 -2.76 16.09 4.77 (AISC SECTIONS) LRFD-H1-1A-C 0.493 206 2.01 25.53 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.380 205 4.01 17.97 4.77 (AISC SECTIONS) LRFD-H1-1A-C 0.507 206 -1.89 26.06 4.77 (AISC SECTIONS) LRFD-H1-1B-C 0.099 204 -2.91 -0.81 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.099 204 2.91 -0.84 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.078 205

1.24 C 2520 ST W10X30 PASS 1.14 C 2521 ST W10X30 PASS 1.95 T 2522 ST W10X30 PASS 2.13 T 2523 ST W10X30 PASS 1.94 T 2524 ST W10X30 PASS 2.12 T 2525 ST W10X30 PASS 2.04 C 2526 ST W10X30 PASS 1.91 C 2527 ST W10X30 PASS 1.07 C 2528 ST W10X30 PASS 0.98 C 2529 ST W10X30 PASS 2.06 C 2530 ST W10X30 PASS 1.92 C 2531 ST W10X30 PASS 1.92 T 2532 ST W10X30 PASS 2.10 T 2533 ST W10X30 PASS 1.92 T 2534 ST W10X30 PASS 2.10 T 2535 ST W10X30 PASS 2.06 C 2536 ST W10X30 PASS 1.92 C 2537 ST W10X30 PASS 1.07 C 2538 ST W10X30 PASS 0.99 C

1.90

-2.33 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.078 1.90 -2.35 1.76 (AISC SECTIONS) LRFD-H1-1B-T 0.078 -2.18 -1.08 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.078 -2.18 -1.11 1.76 (AISC SECTIONS) LRFD-H1-1B-T 0.078 2.17 -1.08 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.078 2.17 -1.12 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.090 -2.58 -0.90 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.090 -2.58 -0.93 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.077 -1.84 -2.38 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.077 -1.84 -2.39 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.089 2.58 -0.90 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.089 2.58 -0.92 1.76 (AISC SECTIONS) LRFD-H1-1B-T 0.078 -2.19 -1.08 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.079 -2.19 -1.11 1.76 (AISC SECTIONS) LRFD-H1-1B-T 0.078 2.19 -1.08 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.078 2.19 -1.11 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.090 -2.59 -0.90 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.090 -2.59 -0.93 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.077 -1.84 -2.37 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.077 -1.84 -2.39 1.76

205

204

204

205

205

204

204

204

204

205

205

204

204

205

205

204

204

204

204

2539 ST W10X30 PASS 2.06 C 2540 ST W10X30 PASS 1.92 C 2541 ST W10X30 PASS 1.92 T 2542 ST W10X30 PASS 2.10 T 2543 ST W10X30 PASS 1.92 T 2544 ST W10X30 PASS 2.10 T 2545 ST W10X30 PASS 2.06 C 2546 ST W10X30 PASS 1.92 C 2547 ST W10X30 PASS 1.07 C 2548 ST W10X30 PASS 0.98 C 2549 ST W10X30 PASS 2.04 C 2550 ST W10X30 PASS 1.91 C 2551 ST W10X30 PASS 1.94 T 2552 ST W10X30 PASS 2.12 T 2553 ST W10X30 PASS 1.95 T 2554 ST W10X30 PASS 2.13 T 2555 ST W10X30 PASS 2.16 C 2556 ST W10X30 PASS 2.02 C 2557 ST W10X30 PASS 1.24 C 2558 ST W10X30

(AISC SECTIONS) LRFD-H1-1B-C 0.090 2.59 -0.90 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.090 2.59 -0.93 1.76 (AISC SECTIONS) LRFD-H1-1B-T 0.078 -2.19 -1.08 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.078 -2.19 -1.11 1.76 (AISC SECTIONS) LRFD-H1-1B-T 0.078 2.19 -1.08 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.079 2.19 -1.11 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.089 -2.58 -0.90 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.089 -2.58 -0.92 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.077 1.84 -2.38 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.077 1.84 -2.39 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.090 2.58 -0.90 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.090 2.58 -0.93 1.76 (AISC SECTIONS) LRFD-H1-1B-T 0.078 -2.17 -1.08 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.078 -2.17 -1.12 1.76 (AISC SECTIONS) LRFD-H1-1B-T 0.078 2.18 -1.08 0.00 (AISC SECTIONS) LRFD-H1-1B-T 0.078 2.18 -1.11 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.097 -2.82 -0.95 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.098 -2.82 -0.98 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.078 -1.90 -2.33 0.00 (AISC SECTIONS)

205

205

204

204

205

205

204

204

205

205

205

205

204

204

205

205

204

204

204

2559 ST

2560 ST

2561 ST

2562 ST

2563 ST

2564 ST

2565 ST

2566 ST

2567 ST

2568 ST

2569 ST

2570 ST

2571 ST

2572 ST

2573 ST

2574 ST

2575 ST

2576 ST

2577 ST


LRFD-H1-1B-C 0.078 -1.90 -2.35 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.099 2.91 -0.81 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.099 2.91 -0.84 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.097 2.82 -0.95 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.098 2.82 -0.98 1.76 (AISC SECTIONS) LRFD-H1-1B-C 0.087 -1.86 2.45 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.087 -1.89 2.42 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.086 1.85 2.45 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.087 1.88 2.42 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 1.85 0.77 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 -1.85 0.78 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 -1.73 2.19 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 -1.73 2.20 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 1.72 2.19 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 1.72 2.20 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 1.84 0.78 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 -1.84 0.79 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 -1.74 2.21 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 1.73 2.21 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079

204

205

205

205

205

210

209

210

209

204

204

210

209

210

209

204

204

210

210

209

2.00 C 2578 ST W10X30 PASS 1.99 C 2579 ST W10X30 PASS 0.80 C 2580 ST W10X30 PASS 0.82 C 2581 ST W10X30 PASS 1.98 C 2582 ST W10X30 PASS 1.97 C 2583 ST W10X30 PASS 1.97 C 2584 ST W10X30 PASS 1.95 C 2585 ST W10X30 PASS 0.78 C 2586 ST W10X30 PASS 0.80 C 2587 ST W10X30 PASS 2.46 C 2588 ST W10X30 PASS 2.45 C 2589 ST W10X30 PASS 2.58 C 2590 ST W10X30 PASS 2.57 C

-1.74

2.21 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 1.73 2.21 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 1.84 0.78 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 -1.84 0.79 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 -1.73 2.20 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 -1.73 2.19 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 1.72 2.20 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.079 1.72 2.19 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 1.85 0.77 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.067 -1.85 0.78 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.087 -1.89 2.42 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.087 1.88 2.42 0.00 (AISC SECTIONS) LRFD-H1-1B-C 0.087 -1.86 2.45 5.00 (AISC SECTIONS) LRFD-H1-1B-C 0.086 1.85 2.45 5.00

209

204

204

210

209

210

209

205

205

210

210

209

209

975. PARAMETER 2 976. CODE LRFD 977. STEEL TAKE OFF LIST 1 TO 139 141 144 146 148 150 152 154 156 158 160 162 164 STEEL TAKE OFF

STEEL TAKE-OFF -------------PROFILE

LENGTH(METE)

WEIGHT(KN )

978. 166 168 170 172 174 176 178 180 182 184 186 188 190 192 194 196 198 200 202 979. 204 206 208 277 279 TO 1796 1853 TO 2590 TB W12X53 690.82 965.227 ST W10X54 872.46 683.187 ST W12X96 340.00 475.190

TB ST TB ST ST ST

W12X65 W12X65 W14X90 W12X87 W12X35 W10X30

89.44 189.381 1360.00 1287.393 400.68 980.318 155.25 196.975 2148.80 1096.918 663.72 290.789 ---------------TOTAL = 6165.376

************ END OF DATA FROM INTERNAL STORAGE ************ 980. FINISH

*********** END OF THE STAAD.Pro RUN *********** **** DATE= JUN 23,2014 TIME= 10:16:24 ****

************************************************************ * For questions on STAAD.Pro, please contact * * Bentley Systems or Partner offices * * * * Telephone Web / Email * * USA +1 (714) 974-2500 * * UK +44 (0) 808 101 9246 * * SINGAPORE +65 6225-6158 * * FRANCE +33 (0) 1 55238400 * * GERMANY +49 0931 40468 * * INDIA +91 (033) 4006-2021 * * JAPAN +81 (03)5952-6500 http://www.ctc-g.co.jp * * CHINA +86 21 6288 4040 * * THAILAND +66 (0)2645-1018/19 [email protected]* * * * Worldwide http://selectservices.bentley.com/en-US/ * * * ************************************************************

APPENDIX C (Bridge Critical Loads)

Panel Support Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 2580 2567 2587 2564 2587 2564 2589 2563 2566 2564 2589 2566

L/C 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 210 1.3[BETA*D+(L+I)P+BETA*E+B+EQ-X] 209 1.3[BETA*D+(L+I)P+BETA*E+B+EQ+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 209 1.3[BETA*D+(L+I)P+BETA*E+B+EQ+X] 209 1.3[BETA*D+(L+I)P+BETA*E+B+EQ+X]

Node 940 931 955 971 955 973 953 975 972 971 957 974

Fx kN 2.516 -1.125 2.322 2.322 1.917 1.917 1.965 1.965 1.91 1.917 2.419 2.315

Fy kN 1.875 1.874 2.634 -2.634 2.067 1.684 1.575 2.175 -2.066 -2.067 -2.633 1.116

Fz kN -0.019 0.085 0.836 -0.836 1.001 -1.001 -0.272 0.272 0.995 -1.001 -0.818 0.83

Mx kNm My kNm Mz kNm 0 0.115 0.697 0 -0.003 -0.168 0 -2.431 2.265 0 -2.431 2.265 0 -2.899 0.377 0 2.108 -0.58 0 0.493 -0.643 0 -0.864 0.858 0 2.885 0.376 0 -2.899 0.377 0 -2.404 2.295 0 -1.734 -1.532

Panel Top Chord Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 2408 2448 2413 2448 2415 2424 2428 2438 2424 2415 2448 2408

L/C 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 209 1.3[BETA*D+(L+I)P+BETA*E+B+EQ+X] 210 1.3[BETA*D+(L+I)P+BETA*E+B+EQ-X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 210 1.3[BETA*D+(L+I)P+BETA*E+B+EQ-X] 209 1.3[BETA*D+(L+I)P+BETA*E+B+EQ+X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z]

Node 56 954 64 206 66 6 934 944 6 66 206 56

Fx kN 19.042 -25.019 -24.602 -24.705 -9.891 -9.891 -2.68 -2.68 -9.891 -9.891 -24.705 19.042

Fy kN -1.682 -9.413 10.697 -10.743 5.51 5.51 -5.747 -5.747 5.51 5.51 -10.743 -1.682

Fz kN 0.607 0.191 -0.189 0.191 3.841 -3.841 -1.416 1.416 -3.841 3.841 0.191 0.607

Mx kNm My kNm Mz kNm 0.003 -1.245 -5.454 0 -0.279 -4.484 0 0.342 28.327 0 0.345 28.443 -0.001 -6.995 15.669 0.001 6.995 15.669 0.005 1.261 -4.024 -0.005 -1.261 -4.024 0.001 6.995 15.669 -0.001 -6.995 15.669 0 0.345 28.443 0.003 -1.245 -5.454

Panel Web Member Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 2559 2552 2558 2557 2517 2559 2559 2517 2560 2517 2558 2528

L/C 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z]

Node 999 944 998 998 975 957 957 975 958 975 998 968

Fx kN 14.197 -12.804 -8.114 -7.99 2.962 2.962 2.962 2.962 2.806 2.962 -8.114 -8.613

Fy kN 1.327 2.904 4.867 -4.839 -0.59 -0.59 -0.59 -0.59 0.627 -0.59 4.867 4.168

Fz kN -0.535 -0.876 0.031 -0.031 1.708 -1.708 -1.708 1.708 1.707 1.708 0.031 -0.029

Mx kNm My kNm Mz kNm 0.004 0.013 -1.516 0.005 -0.868 -2.963 0 0.015 4.045 0 0.015 4.017 -0.032 -2.903 -0.614 0.032 2.903 -0.614 0.032 2.903 -0.614 -0.032 -2.903 -0.614 -0.032 2.906 -0.643 -0.032 -2.903 -0.614 0 0.015 4.045 0 -0.055 -3.964

Beam 66 16 60 14 6 68 6 68 346 68 14 60

L/C 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X]

Node 64 14 58 14 6 66 4 66 210 68 14 60

Fx kN 1556.079 -1737.55 -316.038 -316.039 1095.667 1095.668 1095.667 1095.668 1094.291 1095.668 -316.039 -316.038

Fy kN 2.791 3.092 10.909 -10.909 -1.663 1.663 4.49 1.663 -4.49 -4.49 -10.909 4.757

Fz kN 6.599 -2.714 -10.043 10.043 20.269 -20.269 15.225 -20.269 15.199 -15.225 10.043 -10.043

Mx kNm My kNm Mz kNm -0.001 -8.652 -7.775 0 1.771 18.434 -0.02 21.213 26.778 0.02 21.213 26.778 0.067 42.872 -7.967 -0.067 42.872 -7.967 0.067 -45.864 -0.9 -0.067 42.872 -7.967 0.067 45.73 -0.888 -0.067 -45.864 -0.9 0.02 21.213 26.778 -0.02 -29.002 -12.387

Bridge Top Chords Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Bridge Web Member Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 97 130 382 379 1 139 400 361 139 1 133 411

L/C 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z]

Node 57 58 149 207 1 71 184 171 71 1 65 207

Fx kN 1571.272 -1530.52 -338.728 -338.728 909.579 909.579 1384.021 1395.385 909.579 909.579 -143.457 -143.254

Fy kN 1.599 -21.193 41.766 -41.766 -9.01 -9.01 -2.831 -1.737 -9.01 -9.01 -38.536 38.559

Fz kN -2.733 -1.471 1.697 -1.697 7.592 -7.592 -2.952 -2.73 -7.592 7.592 1.496 1.496

Mx kNm My kNm Mz kNm 0.188 6.313 -5.107 -0.007 0.264 -32.255 0.067 0.333 -173.74 -0.067 0.333 -173.74 0.056 -17.151 -43.895 -0.056 17.151 -43.895 0.191 6.497 1.221 -0.191 5.877 4.268 -0.056 17.151 -43.895 0.056 -17.151 -43.895 -0.042 -0.104 175.203 0.042 -0.104 -175.204

Beam 428 423 419 428 429 419 429 419 419 429 426 418

L/C 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z]

Node 71 100 72 142 142 72 142 72 72 142 128 1

Fx kN 16.984 -7.445 16.983 16.984 14.012 14.012 16.983 16.983 11.934 11.934 -5.631 16.984

Fy kN -13.065 21.218 31.691 -31.734 26.157 26.157 31.691 31.691 20.869 20.869 -21.145 -13.065

Fz kN -5.651 -0.073 -5.654 -5.651 10.758 -10.758 5.654 -5.654 -9.407 9.407 0.618 5.651

Mx kNm My kNm Mz kNm -0.359 10.734 -70.233 0 0.088 35.049 -0.36 16.245 36.606 -0.359 -16.222 36.612 0.349 -23.809 36.471 -0.349 23.809 36.471 0.36 -16.245 36.606 -0.36 16.245 36.606 -0.337 25.475 36.607 0.337 -25.475 36.607 0.001 1.186 38.664 0.359 -10.734 -70.233

Bridge Girder Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Long Stringer Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 1990 2012 605 1986 922 900 1991 600 887 922 922 1986

L/C 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X]

Node 858 880 282 253 339 327 859 277 338 339 339 854

Fx kN 1494.416 -540.341 -94.238 -94.238 146.239 146.239 -468.405 -468.405 15.83 146.239 117.302 -94.238

Fy kN -7.193 46.008 48.542 -48.542 32.798 -32.798 44.459 -41.383 24.109 32.798 34.747 -45.466

Fz kN 0 0.001 0.001 -0.001 6.921 -6.921 2.604 -5.078 -6.767 6.921 0.811 -0.001

Mx kNm My kNm Mz kNm -0.003 0.001 -21.828 0.002 0.003 63.752 0.001 -0.002 36.711 -0.001 -0.002 36.711 -0.049 -12.653 123.435 0.049 -12.653 123.435 0.252 -5.487 62.907 -0.252 4.115 -44.395 -0.063 12.594 87.162 -0.049 -12.653 123.435 -0.048 -0.976 130.409 -0.001 0.001 -80.799

Transverse Stringer Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 677 651 681 831 793 774 662 674 774 793 831 741

L/C 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z]

Node 344 242 217 289 279 256 329 341 256 279 289 253

Fx kN 175.984 -274.008 -28.173 -28.284 -8.703 -8.704 -45.687 -45.687 -8.704 -8.703 -28.284 -80.121

Fy kN 1.088 16.072 266.124 -266.396 -133.739 -133.739 -45.303 -45.303 -133.739 -133.739 -266.396 226.848

Fz kN 1.816 0.863 2.212 -2.19 37.946 -37.946 0.462 -0.462 -37.946 37.946 -2.19 7.483

Mx kNm My kNm 0.363 -7.118 0.034 -0.019 0.021 -2.218 -0.022 -2.214 0.054 -32.994 -0.054 32.994 7.858 0.717 -7.858 -0.717 -0.054 32.994 0.054 -32.994 -0.022 -2.214 0.021 6.553

Mz kNm -19.903 -66.758 379.165 379.319 -367.357 -367.356 -56.741 -56.741 -367.356 -367.357 379.319 -796.393

Cross Brace Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 1652 1687 2355 2379 1138 1665 2360 2373 1138 1665 1665 2390

L/C 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z]

Node 339 279 215 322 328 340 250 285 328 340 340 925

Fx kN 468.239 -342.896 132.097 136.962 466.891 466.891 -178.029 -178.029 466.891 466.891 -12.284 136.085

Fy kN -2.287 -3.753 30.369 -30.385 -25.446 -25.446 14.087 14.087 -25.446 -25.446 -27.614 -29.402

Fz kN 1.208 0.927 0.33 -0.462 2.57 -2.57 0.112 -0.112 2.57 -2.57 1.439 -0.918

Mx kNm My kNm Mz kNm 0.003 0 0 -0.022 0 0 -0.01 0 0 -0.017 0 0 -0.003 2.639 80.311 0.003 -2.639 80.311 0.35 0 0 -0.35 0 0 -0.003 2.639 80.311 0.003 -2.639 80.311 0.002 1.155 83.848 0.017 0.337 -44.284

Fz kN 0.02 -0.033 0.031 -0.031 11.048 -11.048 0.229 -2.289 8.963 -8.988 -0.031 0.019

Mx kNm My kNm Mz kNm 0 0.014 -30.598 0 0.081 34.754 0.002 0.076 108.258 -0.002 0.076 108.258 0.043 5.675 -2.765 -0.043 5.676 -2.765 0.261 0.289 2.787 -0.261 3.436 35.751 0.043 19.373 15.42 -0.043 -19.37 15.407 -0.002 0.076 108.258 0.001 0.015 -38.338

Metal Deck Support Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 1886 1891 1913 154 280 416 1925 335 138 416 154 144

L/C 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X]

Node 754 759 781 759 145 211 793 197 71 213 759 754

Fx kN Fy kN 913.996 66.845 -1089.3 111.548 -879.593 146.016 -879.593 -146.016 4.146 -42.058 4.146 42.058 476.707 37.152 476.706 63.524 4.137 -55.457 4.146 -55.438 -879.593 -146.016 895.377 -62.018

Bridge Bottom Chord Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 1957 542 623 2036 1956 567 2045 614 1956 2022 2036 566

L/C 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 211 1.3[BETA*D+(L+I)P+BETA*E+B+EQ+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z]

Node 825 218 301 306 220 243 913 292 220 292 306 847

Fx kN 1100.266 -536.243 500.1 500.1 308.908 308.907 326.872 326.872 308.908 308.853 500.1 1100.265

Fy kN -26.077 -13.038 43.39 -43.39 -32.82 32.82 -22.486 25.563 -32.82 -32.836 -43.39 26.077

Fz kN -0.689 1.888 -2.393 2.393 7.685 -7.685 3.359 -5.833 7.685 -7.682 2.393 0.689

Mx kNm My kNm Mz kNm -0.279 4.816 -69.037 0.093 -4.417 -27.667 0.113 0.789 61.884 -0.113 0.789 61.884 0.048 13.778 48.984 -0.048 13.778 48.984 0.374 -4.207 -33.861 -0.374 7.283 26.2 0.048 13.778 48.984 -0.049 -13.769 49.01 -0.113 0.789 61.884 0.279 4.816 -69.037

Metal Deck Vertical Member Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 458 520 2314 2294 495 472 2293 2315 472 495 433 505

L/C 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 207 1.3[BETA*D+(L+I)P+BETA*E+B+W-Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z]

Node 242 179 879 859 130 84 759 781 84 130 217 289

Fx kN 3029.394 -270.528 256.791 256.791 229.374 229.373 255.834 255.834 229.373 229.374 -255.966 -256.299

Fy kN Fz kN Mx kNm My kNm Mz kNm -0.371 0 -0.001 0 0 84.806 -22.148 0.071 7.358 -297.151 211.307 0.002 0.005 -0.001 -84.158 -211.308 0.002 -0.005 -0.001 84.158 0.072 210.156 -0.002 -78.784 -0.002 0.072 -210.156 0.002 78.784 -0.002 210.064 0.88 0.637 -0.477 73.747 -210.064 0.88 -0.637 -0.477 -73.747 0.072 -210.156 0.002 78.784 -0.002 0.072 210.156 -0.002 -78.784 -0.002 -89.768 12.229 0.072 5.06 379.027 89.842 12.26 -0.073 5.073 -379.181

Metal Deck Diagram Member Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Beam 2186 2173 2062 2062 2071 2071 2051 2051 2051 2051 2051 2051

L/C 205 1.3[BETA*D+(L+I)P+BETA*E+B+W-X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 206 1.3[BETA*D+(L+I)P+BETA*E+B+W+Z] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 204 1.3[BETA*D+(L+I)P+BETA*E+B+W+X] 201 1.3[BETA*D+1.67(L+I)N+BETA*E+B 201 1.3[BETA*D+1.67(L+I)N+BETA*E+B 201 1.3[BETA*D+1.67(L+I)N+BETA*E+B 201 1.3[BETA*D+1.67(L+I)N+BETA*E+B 201 1.3[BETA*D+1.67(L+I)N+BETA*E+B 201 1.3[BETA*D+1.67(L+I)N+BETA*E+B

Node 285 128 825 13 23 829 214 214 214 214 214 214

Fx kN 601.243 -1410.13 241.333 240.637 -178.54 -178.43 461.038 461.038 461.038 461.038 461.038 461.038

Fy kN 0 0 1.066 -1.066 0 0 0 0 0 0 0 0

Fz kN 1.248 1.248 1.16 -1.16 1.248 -1.248 -1.16 -1.16 -1.16 -1.16 -1.16 -1.16

Mx kNm My kNm Mz kNm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

APPENDIX D (Design of Welded Member)

Depth

Web Thickness

Flange Width

Flange Thickness

7.24 mm 6.1 mm

166 mm 146 mm

11.81 mm 9.14 mm

My kNm 0.115 -0.003 -2.431 -2.431 -2.899 2.108 0.493 -0.864 2.885 -2.899 -2.404 -1.734

Mz kNm 0.697 -0.168 2.265 2.265 0.377 -0.58 -0.643 0.858 0.376 0.377 2.295 -1.532

Connecting Member W8x28 205 mm Main Member W10x22 258 mm Connectivity OK! Length of Shear Angle 125 mm Width of Shear Angle 75 mm Nominal Strength of Weld Metal 437 MPa

Fw  0.60FEXX 1.0  0.50sin1.5   Angle of Weld 90 deg FEXX 485 MPa Size of Weld

6 mm

Rn  Fw Aw Ru   Fw Aw

Ru   Fw  0.707tw L  L

L

Ru 0.707 Fw tw

Ru  1.11 mm 0.707Fw tw Min Fx

Bridge Critical Loads: Panel Support Member LOADINGS Max Fx Min Fx Max Fy Min Fy Max Fz Min Fz Max Mx Min Mx Max My Min My Max Mz Min Mz

Fx kN 2.516 -1.125 2.322 2.322 1.917 1.917 1.965 1.965 1.91 1.917 2.419 2.315

Fy kN 1.875 1.874 2.634 -2.634 2.067 1.684 1.575 2.175 -2.066 -2.067 -2.633 1.116

Fz kN -0.019 0.085 0.836 -0.836 1.001 -1.001 -0.272 0.272 0.995 -1.001 -0.818 0.83

Mx kNm 0 0 0 0 0 0 0 0 0 0 0 0

Ru 1.875096 1.875927 2.763485 2.763485 2.296626 1.959045 1.598314 2.191942 2.293116 2.296626 2.757139 1.390811

APPENDIX E (ASEP Steel Sections)

Web Designation

Area A

Depth d

(sq.mm) (mm) W44x285 W44x248 W44x224 W44x198 W40x328 W40x298 W40x268 W40x244 W40x221 W40x192 W40x655 W40x593 W40x531 W40x480 W40x436 W40x397 W40x362 W40x324 W40x297 W40x277 W40x249 W40x215 W40x199 W40x183 W40x167 W40x149

54064 46968 42452 37419 62193 56516 50839 46258 41806 36452 123871 112258 100645 90322 82580 74839 68387 61484 56387 52452 47290 40839 37677 34645 31677 28258

118.11 1107.95 1100.07 1089.91 1016 1008.13 1000 992.12 982.22 970.28 1107.95 1091.95 1075.44 1061.44 1050.04 1040.13 1029.97 1020.06 1011.94 1008.13 1000.09 990.09 982.22 990.09 980.19 970.28

Flange

Distance

Nomina Compact Section l Weight Fy' Fy'" bf/2tf d/tw per m.

tw

tw/2

bf

tf

T

k

k1

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg/m)

26.01 21.97 19.99 18.01 23.11 21.08 19.05 18.03 18.03 18.03 50.04 45.47 40.89 37.08 34.04 30.99 28.45 25.4 23.62 21.08 19.05 16.51 16.51 16.51 16.51 16

13 10.99 9.99 9 11.56 10.54 9.53 9.02 9.02 9.02 25.02 22.73 20.45 18.54 17.02 15.49 14.22 12.7 11.81 10.54 9.53 8.26 8.26 8.26 8.26 8

300 300 300 300 454.91 452.88 450.85 449.83 449.83 449.83 428.5 423.93 419.35 415.54 412.5 409.45 406.91 403.99 401.96 402.08 400.05 400.05 400.05 299.97 299.97 299.97

45.01 40.01 35.97 30.99 43.94 40.01 35.94 32 27.05 21.08 89.92 82.04 73.91 67.06 60.96 55.88 51.05 45.97 41.91 40.01 36.07 30.99 27.05 30.99 26.04 21.08

981.08 981.08 981.08 981.08 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25 857.25

68.26 63.5 58.74 53.98 79.38 76.2 71.44 66.68 61.91 57.15 125.41 117.48 109.54 101.6 96.84 92.08 85.73 80.96 77.79 76.2 96.84 66.68 61.91 66.68 61.91 57.15

34.93 33.34 33.34 31.75 42.86 41.28 39.69 39.69 39.69 39.69 57.15 53.98 50.8 50.8 49.21 47.63 46.04 44.45 42.86 41.28 39.69 39.69 39.69 39.69 39.69 38.1

424 369 333 295 488 443 399 363 329 286 975 882 790 714 649 591 539 482 442 412 371 320 296 272 249 222

(Mpa) 3.33 3.75 4.17 4.84 5.18 5.66 6.27 7.03 8.31 10.67 2.38 2.58 2.84 3.1 3.38 3.66 3.99 4.39 4.8 5.03 5.55 6.45 7.39 4.84 5.76 7.11

421.28 255.8 -

42.99 50.43 55.03 60.52 43.96 47.82 52.49 55.01 54.46 53.8 22.14 24.02 26.3 28.64 30.85 33.57 36.21 40.16 42.84 47.82 52.5 59.97 59.49 59.97 59.37 60.63

rt

(Mpa)

(mm)

246.15 179.27 150.31 124.11 235.81 199.27 165.48 150.31 153.76 157.21 404.05 347.51 282.7 248.22 199.27 165.48 126.87 128.94 126.87 128.94 124.11

74.93 75.18 75.18 74.68 120.14 119.38 118.62 117.6 115.82 112.52 112.52 111.25 109.98 108.71 107.7 106.93 105.92 105.16 104.39 104.9 104.14 103.89 102.62 75.69 73.91 72.14

Elastic Properties Axis X-X Axis Y-Y d/Af

Ix x 106 4

0.08 0.09 1.1 112 0.05 0.06 0.06 0.07 0.08 0.1 0.03 0.03 0.03 0.04 0.04 0.05 0.05 0.05 0.06 0.06 0.07 0.08 0.09 0.11 0.13 0.15

(mm ) 10239 8907 7992 6951 11155 10073 8949 7992 6909 5619 23517 20978 18439 16441 14735 13319 12029 10656 9657 9115 8117 6951 6202 5536 4828 4071

Sx x 103 3

(mm ) 18354 16108 14568 12716 21959 19992 17862 16108 14060 11602 42442 38346 34249 30972 28022 25564 23270 20975 19173 18026 16256 14060 12602 11176 9816 8390

r (mm) 434.34 436.88 434.34 429.26 424.18 421.64 419.1 416.56 406.4 393.7 436.88 431.8 429.26 426.72 421.64 421.64 419.1 416.56 414.02 416.56 414.02 411.48 406.4 398.78 388.62 378.46

Iy x 106 4

(mm ) 204 181 163 140 691 620 549 487 411 320 1190 1049 916 807 716 641 574 508 454 433 385 331 289 140 118 95

Sy x 103 3

(mm ) 1360 1213 1082 934 3032 2737 2442 2163 1835 1426 5555 4949 4359 3884 3474 313 2835 2507 2261 2163 1934 1655 1445 932 785 635

Plastic Modulus r (mm) 61.47 61.98 61.98 61.21 105.41 104.65 103.89 102.62 99.06 93.73 98.04 96.77 95.25 94.49 93.22 92.71 91.69 90.68 89.92 90.93 90.42 89.92 87.63 63.5 60.96 55.88

Zx x 103Zy x 103 (mm3) 21467 18845 16879 14781 24744 22450 19992 18026 15846 13224 50144 45064 40148 35724 32446 29333 26711 23925 21795 20484 18354 15781 14224 1468 1245 1019

(mm3) 2212 1934 1721 1475 4687 4211 3753 3327 2819 2212 8865 7882 6915 6129 5473 4916 4425 3917 3523 3343 2982 2556 2245 1468 1245 1019

W36x848 W36x798 W36x720 W36x650 W36x588 W36x527 W36x485 W36x439 W36x393 W36x359 W36x328 W36x300 W36x280 W36x260 W36x245 W36x230 W36x256 W36x232 W36x210 W36x194 W36x182 W36x170 W36x160 W36x150 W36x135 W33x619 W33x567 W33x515 W33x468 W33x424 W33x387 W33x354 W33x318 W33x291 W33x263 W33x241 W33x221 W33x201 W33x169 W33x152 W33x141 W33x130 W33x118

160645 150967 136129 122580 110968 99355 91613 82580 74193 67742 62193 56968 53161 49355 46516 43613 48645 43935 39871 36774 34581 32258 30323 28516 25613 116774 107097 97419 88387 80000 72903 67097 60322 55226 49935 45742 41935 38129 31935 28839 26839 24710 22387

1078.23 1066.04 1046.23 1027.94 1011.94 995.93 984 971.8 960.12 949.96 942.09 933.2 927.61 921 916.43 911.86 950.72 942.85 931.93 926.85 922.78 918.72 914.65 910.59 902.97 977.14 962.91 948.94 934.97 923.04 913.13 902.97 893.06 884.94 877.06 868.17 861.82 855.47 859.03 850.65 845.82 840.49 834.64

64.01 60.45 54.99 50.04 45.47 40.89 38.1 34.54 30.99 28.45 25.91 24 22.48 21.34 20.32 19.3 24.38 22.1 21.08 19.43 18.42 17.27 16.51 15.88 15.24 50.04 45.97 41.91 38.61 35.05 32 29.46 26.42 24.38 22.1 21.08 19.69 18.16 17.02 16.13 16.51 14.73 13.97

32 30.23 27.5 25.02 22.73 20.45 19.05 17.27 15.49 14.22 12.95 12 11.24 10.67 10.16 9.65 12.19 11.05 10.54 9.72 9.21 8.64 8.26 7.94 7.62 25.02 22.99 20.96 19.3 17.53 16 14.73 13.21 12.19 11.05 10.54 9.84 9.08 8.51 8.06 8.26 7.37 6.99

460.5 456.95 451.49 446.41 441.96 437.39 434.47 430.91 427.48 424.94 422.4 423.04 421.51 420.37 419.35 418.34 310.26 307.85 309.37 360.72 306.71 305.56 304.8 304.17 303.53 429.51 425.45 421.39 417.96 414.4 411.48 408.94 406.02 403.99 401.45 402.84 401.45 399.82 292.1 293.75 292.99 292.35 291.59

115.06 108.97 99.06 89.92 82.04 73.91 68.07 61.98 55.88 51.05 47.19 42.67 39.88 36.58 34.29 32 43.94 39.88 34.54 32 29.97 27.94 25.91 23.88 20.07 89.92 83.06 75.95 69.09 62.99 57.91 53.09 48.01 43.94 39.88 35.56 32.39 29.21 30.99 26.8 24.38 21.72 18.8

790.58 790.58 790.58 790.58 790.58 790.58 790.58 790.58 790.58 790.58 790.58 790.58 790.58 790.58 790.58 790.58 815.98 815.98 815.98 815.98 815.98 815.98 815.98 815.98 815.98 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65 755.65

144.46 138.11 128.59 119.06 111.13 103.19 96.84 90.49 84.14 79.38 76.2 71.44 68.26 65.09 63.5 60.33 66.68 63.5 58.74 55.56 53.98 50.8 49.21 47.63 42.86 111.13 103.19 96.84 88.9 84.14 79.38 73.03 68.26 65.09 60.33 55.56 52.39 49.21 52.39 47.63 44.45 42.86 47.31

57.15 71.44 52.39 50.8 47.63 44.45 44.45 41.28 41.28 39.69 38.1 38.1 38.1 38.1 36.51 36.51 49.21 31.75 31.75 30.16 30.16 30.16 25.58 25.58 25.58 44.45 42.86 41.28 39.69 36.51 34.93 34.93 33.34 31.75 30.16 30.16 30.16 28.58 28.58 28.58 26.99 26.99 26.99

1262 1188 1071 967 875 784 722 653 585 534 488 446 417 387 365 342 381 345 313 289 271 253 238 223 201 921 844 766 696 631 576 527 473 433 391 359 329 299 251 226 210 193 176

2 2.1 2.28 2.48 2.69 2.96 3.19 3.48 3.83 4.16 4.48 4.96 5.29 5.75 6.11 6.54 3.53 3.86 4.48 5.64 5.12 5.47 5.88 6.37 7.56 2.39 2.56 2.77 3.02 3.29 3.55 3.85 4.23 4.6 5.03 5.66 6.2 6.84 4.71 5.48 6.01 6.73 7.76

-

16.85 17.63 19.03 20.54 22.26 24.35 25.83 28.13 30.98 33.39 36.36 38.88 41.27 43.17 45.1 47.24 38.99 42.67 44.2 47.7 50.11 53.19 55.4 57.36 59.25 19.53 20.94 22.64 24.22 26.33 28.53 30.65 33.81 36.29 39.69 41.18 43.78 47.1 50.48 52.74 51.23 57.05 59.75

408.18 344.75 301.31 267.53 244.08 224.09 204.09 299.24 250.29 233.05 199.96 181.34 160.65 148.24 138.59 129.63 398.53 345.44 288.9 268.22 237.88 205.47 178.58 163.41 150.31 139.97 127.56

122.94 121.92 120.17 118.62 117.35 116.08 115.06 114.05 113.03 112.27 111.51 111.51 111 110.24 109.73 109.22 79.76 78.99 78.49 77.98 77.47 77.22 76.71 75.96 74.42 114.55 113.28 112.27 111 109.98 109.22 108.46 107.7 106.93 106.17 105.92 105.41 104.65 74.93 74.68 76.56 85.34 98.3

0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.06 0.06 0.06 0.06 0.07 0.07 0.08 0.09 0.08 0.1 0.11 0.12 0.13 0.15 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.05 0.06 0.07 0.07 0.09 0.11 0.12 0.13 0.15

28054 26056 23018 20354 18106 15942 14443 12903 11446 10323 9365 8449 7867 7201 6701 6243 6993 6243 5494 5036 4703 4370 3642 3763 3247 17398 15692 14027 12529 11197 10114 9115 8117 7367 6576 5910 5328 4787 3867 3396 3101 2793 2456

51947 48833 44081 39657 35657 31955 29333 26547 23761 21631 19828 18190 16879 15617 14666 13716 14666 13257 11782 10881 10209 9504 8882 8259 7194 35560 32610 29661 26711 24253 22123 20156 18190 16551 15027 13585 12405 11209 8996 7981 7341 6653 5883

416.56 416.56 411.48 406.4 430.86 401.32 396.24 396.24 393.7 391.16 388.62 386.08 383.54 381 381 378.46 378.46 375.92 370.84 370.84 368.3 368.3 365.76 363.22 355.6 386.08 383.54 378.46 375.92 373.38 373.38 368.3 365.76 365.76 363.22 358.14 358.14 355.6 347.98 342.9 340.36 335.28 330.2

1894 1748 7532 1344 1186 1036 937 828 728 653 591 541 499 454 420 391 220 195 171 156 144 133 123 112 94 1195 1074 953 845 749 674 608 537 483 429 388 350 312 129 114 102 91 78

8210 7653 6784 6014 5375 4736 4310 3851 3409 3081 2802 2556 2360 2163 2016 1868 1417 1265 1106 1014 944 872 805 739 618 5572 5047 4523 4048 3622 3277 2966 2638 2393 2147 1934 1737 1560 883 773 700 621 534

108.46 107.7 106.17 104.65 103.38 102.11 101.09 100.33 99.06 98.3 97.54 97.28 96.77 96.01 95.25 94.74 67.31 66.55 65.53 65.02 64.77 64.26 63.5 62.74 60.45 101.09 100.08 98.81 97.79 96.77 96.27 95 94.23 93.73 92.96 92.2 91.19 90.42 63.5 62.74 61.72 60.71 58.93

62762 58502 52275 46539 41787 37199 33921 30480 27203 24744 22614 20648 19173 17698 16551 15453 17043 15338 13650 12569 11766 10947 10226 9521 8341 41951 38182 34577 30972 27868 25400 23270 20812 18845 17043 15387 14011 12651 10307 9160 8423 7653 6801

13093 12176 10750 9504 8472 7440 6751 6014 5326 4785 4343 3949 3654 3343 3114 2884 2245 1999 1753 1601 1486 1373 1267 1162 978 8800 7948 7096 6342 5654 5113 4621 4097 3703 3310 2982 2687 2409 1383 1211 1096 975 841

W30x581 W30x526 W30x477 W30x433 W30x391 W30x357 W30x326 W30x292 W30x261 W30x235 W30x211 W30x191 W30x173 W30x148 W30x132 W30x124 W30x116 W30x108 W30x99 W30x90 W27x539 W27x494 W27x448 W27x407 W27x368 W27x336 W27x307 W27x281 W27x258 W27x235 W27x217 W27x194 W27x178 W27x161 W27x146 W27x129 W27x114 W27x102 W27x94 W27x84

109677 99355 90322 81935 73548 67097 61742 55290 49484 44516 40000 36193 32774 28064 25097 23548 22064 20452 18774 17032 101935 93548 84516 76774 69677 63677 58193 53290 48829 44581 41161 36774 33742 30581 27677 24387 21613 19355 17871 16000

898.91 882.9 868.93 854.96 843.03 833.12 822.96 813.05 802.89 795.02 785.88 779.27 773.18 779.02 769.87 766.32 762.25 757.68 753.11 750.06 826.01 812.04 798.07 784.1 771.91 762 752.1 743.97 736.09 727.96 722.12 712.99 712.99 700.79 695.45 701.8 693.17 688.09 683.77 678.43

50.04 45.47 41.4 38.1 34.54 31.5 28.96 25.91 23.62 21.08 19.69 18.03 16.64 16.51 15.62 14.86 14.35 13.84 13.21 11.94 50.04 45.97 41.91 38.61 35.05 32 29.46 26.92 24.89 23.11 21.08 19.05 19.05 16.76 15.37 15.49 14.48 13.08 12.45 11.68

25.02 22.73 20.7 19.05 17.27 15.75 14.48 12.5 11.81 10.54 9.84 9.02 8.32 8.26 7.81 7.43 7.18 6.92 6.6 5.97 25.02 22.99 20.96 19.3 17.53 16 14.73 13.46 12.45 11.56 10.54 9.53 9.53 8.38 7.68 7.75 7.24 6.54 6.22 5.84

411.48 406.91 402.97 399.42 395.99 392.94 390.4 387.48 384.94 382.4 383.67 382.02 380.62 266.19 267.84 267.08 266.57 266.07 265.43 264.16 387.48 383.42 379.48 375.92 372.49 369.44 366.9 364.49 362.46 360.43 358.52 356.49 356.49 356.11 354.71 254.25 255.78 254.38 253.75 253.9

89.92 82.04 74.93 68.07 61.98 56.9 52.07 46.99 41.91 38.1 33.4 30.1 24.05 29.97 25.4 23.62 21.59 19.3 17.02 15.49 89.92 83.06 75.95 69.09 62.99 57.91 53.09 49.02 44.96 40.89 38.1 34.04 30.23 27.43 24.77 27.94 23.62 21.08 18.92 16.26

679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 679.45 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6 609.6

109.54 101.6 95.25 87.31 82.55 76.2 71.44 66.68 61.91 57.15 53.98 49.21 47.63 50.8 44.45 42.86 41.28 39.69 36.51 33.34 107.95 101.6 93.66 87.31 80.96 76.2 71.44 66.68 63.5 58.74 55.56 52.39 47.63 46.04 34.77 46.04 41.28 39.69 36.51 34.93

42.86 41.28 39.69 38.1 36.51 34.93 33.34 31.75 30.16 28.58 28.58 26.99 26.99 25.4 26.99 25.4 25.4 25.4 25.4 25.4 41.28 39.69 38.1 36.51 33.34 33.34 31.75 30.16 28.58 28.58 26.99 25.4 26.99 25.4 25.4 23.81 23.81 23.81 23.81 23.81

865 783 710 644 582 531 485 435 388 350 314 284 257 220 196 185 173 161 147 134 802 735 667 606 548 500 457 418 384 350 323 289 265 240 217 192 170 152 140 125

2.29 2.48 2.69 2.93 3.19 3.45 3.75 4.12 4.59 5.02 5.74 6.35 7.04 4.44 2.27 5.65 6.17 6.89 7.8 8.52 2.15 2.31 2.5 2.72 2.96 3.19 3.46 3.72 4.03 4.41 4.71 5.24 5.9 6.49 7.16 4.55 5.41 6.03 6.7 7.81

-

17.96 19.42 20.99 22.44 24.4 26.45 28.42 31.38 33.99 37.71 39.92 43.21 46.47 47.18 49.28 51.57 53.12 54.73 57.02 62.83 16.51 17.66 19.04 20.31 22.02 23.81 34.15 27.63 29.57 31.49 34.25 37.43 37.43 41.8 45.26 45.3 47.88 52.6 54.94 58.07

204.78 187.54 171 161.34 151.69 139.97 115.15 388.19 324.07 309.59 260.63 222.02 222.02 198.58 164.79 151 135.14

15.75 17.02 18.54 20.32 22.1 24.13 26.16 28.7 32 35.31 39.62 43.69 48.51 68.58 68.07 67.56 67.06 66.29 65.28 65.02 104.14 102.87 101.85 100.58 99.82 98.81 98.04 97.54 96.77 96.01 95.5 95 94.49 93.98 93.47 65.79 65.53 65.02 64.26 63.25

0.02 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.06 0.07 0.08 0.1 0.11 0.12 0.13 0.15 0.17 0.18 0.02 0.03 0.03 0.03 0.03 0.04 0.05 0.04 0.05 0.05 0.05 0.06 0.07 0.07 0.08 0.1 0.11 0.13 0.14 0.16

13736 12196 10864 9657 8616 7742 6993 6202 5453 4870 4287 3817 3413 2780 2318 2231 2052 1861 1661 1507 10614 9532 8491 7534 6701 6035 5453 4953 4495 4021 3692 3255 2909 2614 2343 65.79 65.53 65.02 64.26 63.25

30644 27530 25072 22614 20484 18681 16879 15207 13552 12225 10865 9799 8833 7145 6227 5817 5391 4900 4408 4015 10614 9532 8491 7534 6701 6035 5453 4953 4495 4021 3692 32255 2909 2614 2343 1981 1702 1507 1361 1186

353.06 350.52 347.98 342.9 342.9 340.36 335.28 335.28 332.74 330.2 327.66 325.12 322.58 314.96 309.88 307.34 304.8 302.26 297.18 297.18 322.58 320.04 317.5 312.42 309.88 307.34 304.8 304.8 302.26 299.72 299.72 297.18 294.64 292.1 289.56 284.48 279.4 279.4 276.86 271.78

1053 928 820 728 645 579 516 458 399 356 315 280 249 94 82 75 68 61 53 48 878 787 695 616 545 487 437 397 358 320 293 257 231 207 184 77 66 58 52 44

5113 4556 4080 3638 3245 2933 2655 2360 2081 1868 1639 1467 1308 710 610 564 513 457 401 362 4539 4097 3671 3277 2933 2638 2393 2179 1966 1770 1635 1444 1291 1162 1041 603 516 456 406 347

98.04 96.52 95.25 94.23 93.47 92.71 91.69 90.93 89.92 89.41 88.65 87.88 87.12 57.91 57.15 56.64 55.63 54.61 53.34 53.09 92.96 91.69 89.92 89.41 88.39 87.63 86.87 86.36 85.6 84.58 84.33 83.57 82.8 82.3 81.53 56.13 55.37 54.61 53.85 52.58

36215 32610 29333 26383 23434 21303 19501 17370 15420 13847 12274 11028 9914 8194 7161 6686 6194 5670 5113 4638 30808 28022 25072 22614 20320 18517 16715 15289 13929 12602 11602 10291 9291 8390 7554 6473 5621 4998 4556 3998

8062 7178 6391 5703 5080 4572 4130 3654 3212 2868 2524 2261 2016 1114 957 885 806 719 633 569 7161 6457 5752 5129 4572 4130 3720 3376 3064 2753 2524 2229 1999 1786 1598 944 808 711 636 544

W24x450 W24x408 W24x370 W24x335 W24x306 W24x279 W24x250 W24x229 W24x207 W24x192 W24x176 W24x162 W24x146 W24x131 W24x117 W24x104 W24x103 W24x94 W24x84 W24x76 W24x68 W24x62 W24x55 W21x402 W21x364 W21x333 W21x300 W21x275 W21x248 W21x223 W21x201 W21x132 W21x166 W21x147 W21x132 W21x122 W21x111 W21x101 W21x93 W21x83 W21x73 W21x68 W21x62 W21x57 W21x50 W21x44

85161 76774 69677 63484 57935 52903 47419 43355 39161 36323 33355 30774 27742 24839 22194 19742 19548 17871 15935 14452 12968 11742 10452 76129 69032 63161 56903 52129 46968 42193 38193 34581 31484 27871 25032 23161 21097 19226 17613 15677 13871 12903 11806 10774 9484 8387

738.89 724.92 710.95 699.01 689.1 678.94 669.04 660.91 653.03 646.94 641.1 635 628.4 621.79 616.4 611.12 623.06 617.47 612.14 607.57 602.74 603 598.68 660.91 646.94 635 623.06 612.9 603 593.09 584.96 577.09 570.99 560.32 554.48 550.67 546.35 542.54 549.15 544.32 539.5 536.7 533.22 534.92 529.08 524.76

45.97 41.91 38.61 35.05 32 29.46 26.42 24.38 22.1 20.57 19.05 17.92 16.51 15.37 13.97 12.7 13.97 13.08 11.94 11.18 10.54 10.92 10.03 43.94 40.39 37.08 33.53 30.99 27.94 25.4 23.11 21.08 19.05 18.29 16.51 15.24 13.97 12.7 14.73 13.08 11.56 10.92 10.16 10.29 9.65 8.89

22.99 20.96 19.3 17.53 16 14.73 13.21 12.19 11.05 10.29 9.53 8.96 8.26 7.68 6.99 6.35 6.99 6.54 5.97 5.59 5.27 5.46 5.02 21.97 20.19 18.54 16.76 15.49 13.97 12.7 11.56 10.54 9.53 9.14 8.26 7.62 6.99 6.35 7.37 6.54 5.78 5.46 5.08 5.14 4.83 4.45

354.46 350.52 346.96 343.41 340.49 337.95 334.9 332.99 330.45 328.93 327.41 329.06 327.66 326.52 325.12 323.85 228.6 230.25 229.11 228.35 227.71 178.82 177.93 340.49 336.93 333.5 329.95 327.41 324.49 321.95 319.41 317.5 315.47 317.75 315.98 314.71 313.44 312.17 213.87 212.22 210.69 210.06 209.3 166.5 165.86 165.1

83.06 75.95 69.09 62.99 57.91 53.09 48.01 43.94 39.88 37.08 34.04 30.99 27.69 24.38 21.59 19.05 24.89 22.23 19.56 17.27 14.86 14.99 12.83 79.5 72.39 66.55 60.45 55.63 50.55 45.47 41.4 37.59 34.54 29.21 26.29 24.38 22.23 20.32 23.62 21.21 18.8 17.4 15.62 16.51 13.59 11.43

533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 533.4 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55 463.55

103.19 95.25 88.9 82.55 77.79 73.03 68.26 63.5 60.33 57.15 53.98 50.8 47.63 44.45 41.28 38.1 44.45 41.28 39.69 36.51 34.93 34.93 33.34 98.43 42.08 85.73 79.38 76.2 69.85 65.09 60.33 57.15 53.98 47.63 46.04 42.86 41.28 39.69 42.86 39.69 38.1 36.51 34.93 34.93 33.34 30.16

38.1 34.93 33.34 31.75 34.93 28.58 28.58 25.4 25.4 25.4 25.4 23.81 26.99 26.99 26.99 25.4 20.64 25.4 23.81 23.81 23.81 23.81 23.81 36.51 34.93 33.34 31.75 30.16 28.58 26.99 25.4 25.4 23.81 26.99 25.4 25.4 23.81 23.81 25.4 23.81 23.81 22.23 22.23 22.23 22.23 22.23

670 607 551 499 455 415 372 341 308 286 262 241 217 195 174 155 153 140 125 113 101 92 82 598 542 496 446 409 369 332 299 196 247 219 196 182 165 150 138 124 109 101 92 85 74 65

2.13 2.31 2.51 2.73 2.94 3.18 3.49 3.79 4.14 4.43 4.81 5.31 5.92 6.7 7.53 8.5 4.59 5.18 5.86 6.61 7.66 0.5 0.5 2.14 2.33 251 2.73 2.94 3.21 3.54 3.86 4.22 4.57 5.44 6.01 6.45 7.05 7.68 4.53 5 5.6 6.04 6.7 5.04 6.1 7.22

403.36 -

16.07 17.3 18.41 19.94 21.53 23.04 25.33 27.1 29.55 31.44 33.65 35.44 38.06 40.46 44.11 48.12 44.6 47.2 51.28 54.36 57.18 55.21 59.67 15.04 16.02 17.12 18.58 19.78 21.58 23.35 25.31 27.37 29.97 30.64 33.58 36.13 39.11 42.72 37.28 41.61 46.68 49.14 52.48 52 54.82 59.03

401.29 361.99 314.41 277.87 233.74 196.51 228.91 204.09 173.06 153.76 139.28 149.62 127.56 404.05 348.89 297.86 249.6 327.51 262.7 208.92 188.92 165.48 168.24 151.69 131.01

95.5 94.23 90.68 92.2 91.44 90.68 89.66 89.15 88.39 87.88 87.38 87.63 87.12 86.36 85.6 85.09 59.18 59.18 58.67 58.17 57.4 43.43 42.67 92.2 91.19 90.17 89.15 88.39 87.63 86.61 85.85 85.34 84.84 84.84 84.07 83.82 83.31 83.06 55.12 54.61 54.1 53.85 53.34 41.66 40.64 39.88

0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.05 0.05 0.05 0.06 0.06 0.07 0.08 0.09 0.1 0.11 0.12 0.14 0.15 0.18 2.68 3.64 0.02 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.06 0.07 0.07 0.08 0.09 0.11 0.12 0.14 0.15 0.16 0.19 0.23 0.28

7118 6285 5578 4953 4454 3996 3534 3184 2839 2606 2364 2152 1906 1673 1473 1290 1249 1124 986 874 762 645 562 5078 4495 4000 3530 3172 2814 2477 2210 1969 1781 1511 1340 1232 1111 1007 862 762 666 616 554 487 410 351

19173 17370 15682 14158 12929 11766 10553 9636 8702 8046 7374 6784 6080 5391 4769 4228 4015 3638 3212 2884 2524 2147 1868 15355 13863 12602 11340 10357 9324 8357 7554 6833 6227 5391 4834 4474 4080 3720 3146 2802 2474 2294 2081 1819 1549 1337

289.56 287.02 281.94 279.4 276.86 274.32 271.78 271.78 269.24 266.7 266.7 264.16 264.62 259.08 256.54 256.54 252.98 250.7 248.67 246.13 242.57 234.44 231.39 259.08 254 251.71 249.17 246.63 244.6 242.32 240.54 238.76 237.74 232.92 231.65 230.89 229.87 229.11 220.98 220.22 219.46 218.44 216.92 212.34 207.77 204.72

620 549 483 429 383 343 301 271 241 221 199 184 163 142 124 108 50 45 39 34 29 14 12 529 466 414 363 327 289 253 226 201 181 157 139 127 114 103 39 34 29 27 24 13 10 9

3507 3130 2786 2491 2245 2032 1803 1629 1455 1340 1218 1121 991 869 762 667 434 393 342 302 257 161 136 3097 2753 2474 2196 1999 1786 1575 1411 1265 1149 985 877 806 729 660 362 320 279 257 228 153 125 104

85.34 84.58 83.31 82.04 81.28 80.52 79.76 78.99 78.23 77.22 77.22 77.47 76.45 75.44 74.68 73.91 50.55 50.29 49.53 48.77 47.5 35.05 34.04 83.06 82.04 81.03 80.01 79.25 78.49 77.47 76.71 76.2 75.69 74.93 74.42 74.17 73.66 73.41 46.74 46.48 45.97 45.72 44.96 34.29 33.02 32

23106 20484 18354 16715 15109 13683 12192 11078 9931 9160 8374 7669 6850 6063 5359 4736 4588 4162 3671 3277 2901 2507 2196 18517 16551 14994 13372 12143 10865 9652 8685 7800 7079 6112 5457 5031 4572 4146 3622 3212 2819 2622 2360 2114 1803 1563

5522 4916 4375 3900 3507 3163 2802 2524 2245 2065 1885 1721 1527 1336 1170 1023 680 615 534 469 401 257 218 4851 4310 3884 3441 3097 2769 2442 2179 1950 1770 1517 1349 1239 1118 1011 569 500 436 400 356 243 200 167

W18x311 W18x283 W18x258 W18x234 W18x211 W18x192 W18x175 W18x158 W18x143 W18x130 W18x119 W18x106 W18x97 W18x86 W18x76 W18x71 W18x65 W18x60 W18x55 W18x50 W18x46 W18x40 W18x35 W16x100 W16x89 W16x77 W16x67 W16x57 W16x50 W16x45 W16x40 W16x36 W16x31 W16x26 W14x730 W14x665 W14x605 W14x550 W14x500 W14x455 W14x426 W14x398 W14x370 W14x342 W14x311 W14x283 W14x257 W14x233

59032 53677 48968 44387 40064 36387 33097 29871 27161 24645 22645 20064 18387 16323 14387 13419 12323 11355 10452 9484 8710 7613 6645 18968 16903 14580 12710 10839 9484 8581 7613 6834 5884 4955 138709 126451 114383 104516 94839 86451 80645 75484 70322 65161 58968 53742 48774 44193

566.93 554.99 545.08 534.92 525.02 516.89 509.02 500.89 495.05 488.95 481.38 475.74 472.19 467.11 462.53 469.14 466.09 463.3 459.99 456.95 458.72 454.66 449.58 431.04 425.25 419.61 414.78 417.32 413 409.7 406.65 402.84 403.35 398.53 569.47 549.66 531.37 514.1 497.84 483.11 474.22 464.57 455.17 445.52 434.85 425.2 416.05 407.42

38.61 35.56 32.51 29.46 26.92 24.38 22.61 20.57 18.54 17.02 16.64 14.99 13.59 12.19 10.8 12.57 11.43 10.54 9.91 9.02 9.14 8 7.62 14.86 13.35 11.56 10.03 10.92 9.65 8.76 7.75 7.49 6.99 6.35 77.98 71.88 65.91 60.45 55.63 51.18 47.63 44.96 42.04 39.12 35.81 32.77 29.85 27.18

19.3 17.78 16.26 14.73 13.46 12.19 11.3 10.29 9.27 8.51 8.32 7.49 6.79 6.1 5.4 6.29 5.72 5.27 4.95 4.51 4.57 4 3.81 7.43 6.68 5.78 5.02 5.46 4.83 4.38 3.87 3.75 3.49 3.18 38.99 35.94 32.96 30.23 27.81 25.59 23.81 22.48 21.02 19.56 17.91 16.38 14.92 13.59

304.93 302.01 298.96 295.91 293.5 290.96 288.93 287.02 284.99 283.46 286.13 284.48 283.08 281.69 280.29 193.93 192.79 191.9 191.26 190.37 153.92 152.78 152.4 264.8 263.27 261.49 259.97 180.85 179.58 178.69 177.67 177.42 140.34 139.7 454.41 448.31 442.37 436.88 432.05 427.61 424.05 421.39 418.47 415.54 412.24 409.19 406.27 403.61

69.6 63.5 58.42 53.59 48.51 44.45 40.39 36.58 33.53 30.48 26.92 23.88 22.1 19.56 17.27 20.57 19.05 17.65 16 14.48 15.37 13.34 10.8 25.02 22.23 19.3 16.89 18.16 16 14.35 12.83 10.92 11.18 8.76 124.74 114.81 105.66 97.03 88.9 81.53 77.09 72.26 67.56 62.74 57.4 52.58 48.01 43.69

393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 393.7 330.83 330.83 330.83 330.83 330.83 330.83 330.83 330.83 330.83 330.83 330.83 285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75

87.31 80.96 76.2 69.85 65.09 61.91 57.15 53.98 50.8 47.63 44.45 41.28 39.69 36.51 34.93 38.1 36.51 34.93 33.34 31.75 31.75 30.16 28.58 42.86 39.69 36.51 34.93 34.93 33.34 31.75 30.16 28.58 28.58 26.99 141.29 131.76 122.24 114.3 106.36 98.43 93.66 88.9 84.14 79.38 74.61 69.85 65.09 60.33

30.16 30.16 28.58 25.4 25.4 23.81 11.11 11.11 20.64 20.64 23.81 23.81 22.23 22.23 20.64 22.23 22.23 20.64 20.64 20.64 20.64 20.64 19.05 23.81 22.23 22.23 20.64 22.23 20.64 20.64 20.64 19.05 19.05 19.05 55.56 52.39 49.21 46.04 44.45 41.28 39.69 38.1 36.51 34.93 33.34 31.75 30.16 30.16

463 421 384 348 314 286 260 235 213 193 177 158 144 128 113 106 97 89 82 74 68 60 52 149 132 115 100 85 74 67 60 54 46 39 1086 990 900 818 744 677 634 592 551 509 463 421 382 347

2.19 2.38 2.56 2.76 3.02 3.27 3.58 3.92 4.25 4.65 5.31 5.96 6.41 7.2 8.11 4.71 5.06 5.44 5.98 6.57 5.01 5.73 7.06 5.29 5.92 6.77 7.7 4.98 5.61 6.23 6.93 8.12 6.28 7.97 1.82 1.95 2.09 2.25 2.43 2.62 2.75 2.92 3.1 3.31 3.59 3.89 4.23 4.62

442.66 441.28 -

14.68 15.61 16.77 18.16 19.5 21.2 22.52 24.35 26.7 28.73 28.93 31.75 34.75 38.31 42.85 37.31 40.78 43.95 46.44 50.68 50.17 56.83 59 29.01 31.81 36.31 41.34 38.21 42.79 46.75 52.49 53.76 57.75 62.76 7.3 7.65 8.06 8.5 8.95 9.44 9.96 10.33 10.83 11.39 12.14 12.98 13.94 14.99

377.16 310.28 248.22 326.82 273.73 235.81 210.99 177.2 180.65 141.35 131.01 447.49 345.44 266.15 311.65 248.91 208.23 165.48 157.9 136.52 115.84 -

82.8 82.04 81.03 80.26 79.5 78.74 77.98 77.47 76.96 76.45 76.71 76.2 75.95 75.44 74.93 50.29 50.04 49.78 49.53 49.28 39.12 38.61 37.85 71.37 70.87 70.36 69.85 47.24 46.74 76.48 76.23 45.47 35.31 34.54 126.75 124.97 123.19 121.67 120.14 118.87 117.86 117.09 116.08 115.32 114.3 113.28 112.52 111.76

0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.06 0.06 0.07 0.08 0.08 0.1 0.12 0.13 0.14 0.15 0.17 0.19 0.22 0.27 0.07 0.07 0.08 0.09 0.13 0.14 0.16 0.18 0.21 0.26 0.33 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02

2897 2564 2293 2040 1802 1611 1436 1274 1145 1024 912 795 728 637 554 487 445 410 370 333 296 255 212 620 541 462 397 316 274 244 216 186 156 125 5952 5161 4495 3925 3417 2993 2747 2497 2264 2040 1802 1598 1415 1253

10226 9242 8423 7636 6866 6227 5637 5080 4621 4195 3785 3343 3081 2720 2393 2081 1917 1770 1611 1457 1291 1121 944 2868 2540 2196 1917 1511 1327 1191 1060 926 773 629 20975 18845 17043 15256 13732 12389 11586 10750 9947 9160 8292 7522 6801 6145

221.49 218.69 216.66 214.38 212.09 210.31 208.28 206.25 205.49 203.96 200.66 199.14 198.63 197.36 196.34 190.5 190.25 189.74 188.21 187.45 184.15 183.13 178.82 180.34 179.07 177.8 176.78 170.69 169.67 168.91 168.4 165.35 162.81 159 207.52 202.69 198.12 193.8 189.99 186.18 184.4 181.86 179.58 177.29 174.75 172.47 170.43 168.4

331 293 261 232 205 183 163 144 129 116 105 92 84 73 63 25 23 21 19 17 9 8 6 77 68 57 50 18 15 14 12 10 5 4 1965 1736 1532 1353 1199 1066 982 903 828 753 670 599 537 479

2163 1934 1753 1570 1398 1259 1127 1006 909 818 736 646 592 518 452 259 236 218 195 175 122 104 84 585 515 441 380 198 172 153 135 115 74 57 8636 7735 6932 6194 5555 4982 4638 4282 3949 3662 3261 2933 2638 2376

74.93 74.68 73.15 72.39 71.63 70.87 70.1 69.6 69.09 68.58 68.33 67.56 67.31 66.8 66.29 43.18 12.93 12.93 42.42 41.91 32.77 32.26 30.99 63.75 63.25 62.74 62.48 40.64 40.39 39.88 39.88 38.61 29.72 28.45 119.13 117.35 115.57 114.05 112.52 111.25 110.24 109.47 108.46 107.7 106.68 105.92 104.9 104.14

12339 11078 10012 8996 8030 7243 6522 5834 5277 4769 4277 3769 3458 3048 2671 2376 2179 2016 1835 1655 1486 1285 1090 3245 2868 2458 2130 1721 1508 1349 1195 1049 885 724 27203 24253 21631 19337 17206 15338 14240 13126 12061 11012 9881 8882 7981 7145

3392 3032 2720 2442 2163 1950 1737 1553 1399 1257 1132 991 906 793 692 405 369 338 303 272 192 163 132 900 788 674 582 310 267 238 208 177 115 90 13372 11963 10684 9554 8554 7669 7112 6588 6063 5539 4982 4490 4031 3622

W14x211 W14x193 W14x176 W14x159 W14x145 W14x132 W14x120 W14x109 W14x99 W14x90 W14x82 W14x74 W14x68 W14x61 W14x53 W14x48 W14x43 W14x38 W14x34 W14x30 W14x26 W14x22 W12x336 W12x305 W12x279 W12x252 W12x230 W12x210 W12x190 W12x170 W12x152 W12x136 W12x120 W12x106 W12x96 W12x87 W12x79 W12x72 W12x65 W12x58 W12x53 W12x50 W12x45 W12x40 W12x35 W12x30 W12x26 W12x22 W12x19 W12x16

40000 36645 33419 30129 27548 25032 22774 20645 18774 17097 15548 14064 12903 11548 10064 9097 8129 7226 6452 5710 4961 4817 63742 57806 52839 47806 43677 39871 36000 32258 28839 25742 22774 20129 18194 16516 14968 13613 12323 10968 10064 9484 8516 7613 6645 5671 4935 4181 3594 3039

399.29 393.19 386.59 380.49 375.41 372.36 367.79 363.73 359.66 356.11 363.47 359.92 356.62 352.81 353.57 350.27 346.96 358.14 355.09 351.54 353.31 349 427.23 414.53 402.59 391.41 382.27 373.63 365.25 356.36 348.23 340.61 333.25 327.41 322.83 318.26 314.45 311.15 307.85 309.63 306.32 309.63 306.32 303.28 317.5 313.44 310.39 312.67 308.86 304.55

24.89 22.61 21.08 18.92 17.27 16.38 14.99 13.34 12.32 11.18 12.95 11.43 10.54 9.53 9.4 8.64 7.75 7.87 7.24 6.86 6.48 5.84 45.09 41.28 38.86 35.43 32.64 29.97 26.92 24.38 22.1 20.7 18.03 15.49 13.97 13.08 11.94 10.92 9.91 9.14 8.76 9.4 8.51 7.49 7.62 6.6 5.84 6.6 5.97 5.59

12.45 11.3 10.54 9.46 8.64 8.19 7.49 6.67 6.16 5.59 6.48 5.72 5.27 4.76 4.7 4.32 3.87 3.94 3.62 3.43 3.24 2.92 22.54 20.64 19.43 17.72 16.32 14.99 13.46 12.19 11.05 10.03 9.02 7.75 6.99 6.54 5.97 5.46 4.95 4.57 4.38 4.7 4.25 3.75 3.81 3.3 2.92 3.3 2.98 2.79

401.32 399.03 422.91 395.35 393.7 374.02 372.62 370.97 369.95 368.81 257.3 255.78 254.89 253.87 204.72 203.96 203.07 171.96 171.32 170.94 127.64 127 339.98 336.17 333.76 330.33 327.53 324.87 321.82 319.28 316.99 314.96 312.96 310.39 308.86 307.98 306.83 305.82 304.8 254.25 253.87 205.23 204.34 203.33 166.62 165.61 164.85 102.36 101.73 101.35

39.62 36.58 33.27 30.23 27.69 26.16 23.88 21.84 19.81 18.03 21.72 19.94 18.29 16.38 16.76 15.11 13.46 13.08 11.56 9.78 10.67 8.51 75.06 68.71 62.74 57.15 52.58 48.26 44.07 39.62 35.56 31.75 28.07 25.15 22.86 20.57 18.67 17.02 15.37 16.26 14.61 16.26 14.61 13.08 13.21 11.18 9.65 10.8 8.89 6.73

285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75 285.75 279.4 279.4 279.4 279.4 279.4 279.4 279.4 279.4 279.4 279.4 279.4 279.4 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 241.3 266.7 266.7 266.7 266.7 266.7 266.7

57.15 53.98 50.8 47.63 44.45 42.86 41.28 39.69 36.51 34.93 41.28 39.69 36.51 34.93 36.51 34.93 33.34 26.99 25.4 23.81 23.81 22.23 93.66 87.31 80.96 74.61 69.85 66.68 61.91 57.15 5398 49.21 46.04 42.86 41.28 38.1 36.51 34.93 33.34 34.93 31.75 34.93 31.75 31.75 25.4 23.81 22.23 22.23 20.64 19.05

28.58 26.99 26.99 25.4 25.4 23.81 23.81 22.23 22.23 22.23 25.4 23.81 23.81 23.81 23.81 22.23 22.23 15.88 15.88 15.88 14.29 14.29 38.1 36.51 34.93 33.34 31.75 31.75 30.16 28.58 26.99 25.4 25.4 23.81 22.23 22.23 22.23 22.23 20.64 20.64 20.64 20.64 20.64 19.05 14.29 12.7 12.7 12.7 12.7 12.7

314 287 262 237 216 196 179 162 147 134 122 110 101 91 79 71 64 57 51 45 39 33 500 454 415 375 342 313 283 253 226 202 179 158 143 129 118 107 97 86 79 74 67 60 52 45 39 33 28 24

5.06 5.45 6.35 6.54 7.11 7.15 7.8 8.49 9.34 10.23 5.92 6.41 6.97 7.54 6.11 6.75 7.54 6.57 7.41 8.74 5.98 7.46 2.26 2.45 2.66 2.89 3.11 3.37 3.65 4.03 4.46 4.96 5.57 6.17 6.76 7.48 8.22 8.99 9.92 7.82 8.69 6.31 7 7.77 6.31 7.41 8.54 4.74 5.72 7.53

404.05 334.41 278.56 381.29 431.63 360.61 296.49 385.43 399.22 -

16.04 17.39 18.34 20.11 21.74 22.73 24.54 27.28 29.2 31.86 28.06 31.49 33.83 37.04 37.63 40.56 44.79 45.48 49.05 51.26 54.55 59.74 9.48 10.04 10.36 11.05 11.71 12.47 13.57 14.61 15.76 16.97 18.48 21.13 23.11 24.33 26.34 28.49 31.08 33.86 34.96 32.95 36 40.47 41.67 47.46 53.13 47.35 51.74 54.5

396.46 331.65 322 277.18 226.85 219.95 188.92 173.06 153.07 127.56 397.15 373.02 419.91 351.65 277.87 262.01 202.02 161.34 203.4 170.31 153.07

111 110.49 109.73 109.22 108.71 102.87 102.62 102.11 101.6 101.35 69.6 69.09 68.83 68.58 54.61 54.1 5385 44.96 44.7 44.2 32.51 31.75 94.23 93.22 92.46 91.19 90.42 89.66 88.9 88.14 87.38 86.61 85.85 85.34 84.84 84.33 84.07 83.57 83.31 69.09 68.83 55.12 54.61 54.36 44.2 43.94 43.69 25.91 25.4 24.38

0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.07 0.07 0.08 0.08 0.1 0.11 0.13 0.16 0.18 0.21 0.26 0.32 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.04 0.04 0.05 0.05 0.05 0.06 0.07 0.07 0.08 0.09 0.1 0.11 0.14 0.17 0.2 0.28 0.34 0.45

1107 999 891 791 712 637 574 516 462 416 367 331 301 266 225 202 178 160 142 121 102 83 1690 1478 1294 1132 1007 891 787 687 595 516 445 388 347 308 276 248 222 198 177 164 146 129 119 99 85 65 54 43

5539 5080 4605 4162 3802 3425 3114 2835 2573 2343 2016 1835 1688 1511 1275 1152 1027 895 796 688 578 475 7915 7128 6440 5785 5260 4785 4310 3851 3425 3048 2671 2376 2147 1934 1753 1596 1440 1278 1157 1065 950 852 747 633 547 416 349 280

166.37 165.1 163.32 162.05 160.78 159.51 158.5 157.99 156.72 155.96 153.67 153.42 152.65 151.89 149.61 148.59 147.83 149.1 148.08 145.54 143.51 140.72 162.81 159.77 156.46 153.92 151.64 149.61 147.83 145.8 143.76 141.73 139.95 138.94 138.18 136.65 135.64 134.87 134.11 134.11 132.84 131.57 130.81 130.3 133.35 132.33 131.32 124.71 122.43 118.62

429 388 349 311 282 228 206 186 167 151 62 56 50 45 24 21 19 11 10 8 4 3 495 437 390 345 309 276 245 215 189 166 144 125 112 100 90 81 72 45 40 23 21 18 10 8 7 2 2 1

2130 1950 1753 1576 1431 1221 1106 1003 905 818 480 436 397 352 234 210 185 129 113 95 58 46 2901 2606 2343 2081 1885 1704 1524 1349 1193 1052 918 808 728 651 587 531 477 351 315 228 203 180 122 102 88 38 28 23

103.38 102.87 102.11 101.6 101.09 95.5 95 94.74 94.23 93.98 62.99 62.99 62.48 62.23 48.77 48.51 48.01 39.37 38.86 37.85 27.43 26.42 88.14 86.87 85.85 84.84 84.07 83.31 82.55 81.79 81.03 80.26 79.5 78.99 78.49 77.98 77.47 77.22 76.71 63.75 62.99 49.78 49.28 49.02 39.12 38.61 38.35 21.51 20.88 19.63

6391 5817 5244 4703 4261 3835 3474 3146 2835 2573 2278 2065 1885 1671 1427 1285 1141 1008 895 775 659 544 9881 8800 7882 7014 6325 5703 5096 4506 3982 3507 3048 2687 2409 2163 1950 1770 1586 1416 1277 1186 1060 942 839 706 610 480 405 329

3245 2950 2671 2393 2179 1852 1671 1519 1370 1239 734 665 605 537 361 321 283 198 174 147 91 72 4490 3998 3605 3212 2901 2606 2343 2065 1819 1606 1399 1231 1106 990 890 806 723 533 477 351 311 275 188 157 134 60 49 37

W12x14 W10x112 W10x100 W10x88 W10x77 W10x68 W10x60 W10x54 W10x49 W10x45 W10x39 W10x33 W10x30 W10x26 W10x22 W10x19 W10x17 W10x15 W10x12 W8X67 W8x58 W8x48 W8x40 W8x35 W8x31 W8x28 W8x24 W8x21 W8x18 W8x15 W8x13 W8x10 W6x25 W6x20 W6x15 W6x16 W6x12 W6x9 W5x19 W5x16 W4x13

2684 21226 18968 16710 14581 12903 11355 10194 9290 8581 7419 6265 5703 4910 4187 3626 3219 2845 2284 12710 11032 9097 7548 6645 5890 5323 4568 3974 3394 2865 2477 1910 4735 3787 2858 3058 2290 1729 3574 3019 2471

302.51 288.54 281.94 275.34 269.24 264.16 259.59 256.29 253.49 256.54 251.97 247.14 265.94 262.38 258.32 260.1 256.79 253.75 250.7 228.6 222.25 215.9 209.55 206.25 203.2 204.72 201.42 210.31 206.76 205.99 202.95 200.41 162.05 157.48 152.15 159.51 153.16 149.86 130.81 127.25 105.66

5.08 19.18 17.27 15.37 13.46 11.94 10.67 9.4 8.64 8.89 8 7.37 7.62 6.6 6.1 6.35 6.1 5.84 4.83 14.48 12.95 10.16 9.14 7.87 7.24 7.24 6.22 6.35 5.84 6.22 5.84 4.32 8.13 6.6 5.84 6.6 5.84 4.32 6.86 6.1 7.11

2.54 9.59 8.64 7.68 6.73 5.97 5.33 4.7 4.32 4.45 4 3.68 3.81 3.3 3.05 3.18 3.05 2.92 2.41 7.24 6.48 5.08 4.57 3.94 3.62 3.62 3.11 3.18 2.92 3.11 2.92 2.16 4.06 3.3 2.92 3.3 2.92 2.16 3.43 3.05 3.56

100.84 264.54 262.64 260.73 258.83 257.3 256.03 254.76 254 203.71 202.82 202.18 147.57 146.56 146.05 102.11 101.85 101.6 100.58 210.31 208.79 205.99 204.98 203.71 203.07 165.99 164.97 133.86 133.35 101.98 101.6 100.08 154.43 152.91 152.15 102.36 101.6 100.08 127.76 127 103.12

5.72 31.75 28.45 25.15 22.1 19.56 17.27 15.62 14.22 15.75 13.46 11.05 12.95 11.18 9.14 10.03 8.38 6.86 5.33 23.75 20.57 17.4 14.22 12.57 11.05 11.81 10.16 10.16 8.38 8 6.48 5.21 11.56 9.27 6.6 10.29 7.11 5.46 10.92 9.14 8.76

266.7 193.68 193.68 193.68 193.68 193.68 193.68 193.68 193.68 193.68 193.68 193.68 219.08 219.08 219.08 219.08 219.08 219.08 219.08 155.58 155.58 155.58 155.58 155.58 155.58 155.58 155.58 168.28 168.28 168.28 168.28 168.28 120.65 120.65 120.65 120.65 120.65 120.65 88.9 88.9 69.85

17.46 47.63 44.45 41.28 38.1 34.93 33.34 31.75 30.16 31.75 28.58 26.99 23.81 22.23 19.05 20.64 19.05 17.46 15.88 36.51 33.34 30.16 26.99 25.4 23.81 23.81 22.23 20.64 19.05 19.05 17.46 15.88 20.64 19.05 15.88 19.05 15.88 14.29 20.64 19.05 19.05

12.7 23.81 22.23 20.64 20.64 19.05 19.05 17.46 17.46 17.46 17.46 17.46 12.7 12.7 12.7 12.7 12.7 11.11 11.11 17.46 17.46 15.88 15.88 14.29 14.29 14.29 14.29 12.7 11.11 12.7 11.11 11.11 11.11 11.11 9.53 11.11 9.53 9.53 11.11 11.11 11.11

21 167 149 131 115 101 89 80 73 67 58 49 45 39 33 28 25 22 18 100 86 71 60 52 46 42 36 31 27 22 19 15 37 30 22 24 18 13 28 24 19

8.82 4.17 4.62 518 5.86 6.58 7.41 8.15 8.93 6.47 7.53 9.15 5.7 6.56 7.99 5.09 6.08 7.41 9.43 4.43 5.07 5.92 7.21 8.1 9.19 7.03 8.12 6.59 7.95 6.37 7.84 9.61 6.68 8.25 11.52 4.98 7.14 9.16 5.85 6.94 5.88

374.4 437.83 365.44 348.2 64.81 441.97 315.79 428.18 219.26 346.82 -

59.55 15.05 16.32 17.92 20 22.13 24.33 27.27 29.35 28.86 31.49 33.55 34.9 39.73 42.38 40.96 42.13 43.43 51.95 15.79 17.16 21.25 22.92 26.19 28.07 28.28 32.37 33.12 35.39 33.1 34.74 46.41 19.94 23.85 26.04 24.15 26.22 34.71 19.07 20.88 14.86

128.25 404.74 373.71 288.21 253.74 271.66 256.49 241.33 168.93 434.39 415.08 363.37 434.39 377.16 211.68 377.85 -

24.13 73.15 72.39 71.88 71.12 70.87 70.36 68.85 69.6 55.37 54.86 54.36 39.37 39.12 38.35 26.16 25.65 25.15 24.38 57.91 57.4 56.64 56.13 55.88 55.37 44.96 44.7 35.81 35.31 26.16 25.65 25.15 42.16 41.66 40.89 27.43 26.67 26.16 35.05 34.8 27.94

0.52 0.03 0.04 0.04 0.05 0.05 0.06 0.06 0.07 0.08 0.09 0.11 0.14 0.16 0.19 0.25 0.3 0.36 0.47 0.05 0.05 0.06 0.59 0.08 0.09 0.1 0.12 0.15 0.18 0.25 0.31 0.38 0.09 0.11 0.15 0.15 0.21 0.27 0.09 0.11 0.12

37 298 259 222 189 164 142 126 113 103 87 71 71 60 49 40 34 29 22 113 95 77 61 53 46 41 34 31 26 20 16 13 22 17 12 13 9 7 11 9 5

244 2065 1835 1614 1408 1241 1093 983 895 805 690 574 531 457 380 308 265 226 179 990 852 710 582 511 451 398 342 298 249 193 162 128 274 220 159 167 120 91 167 139 89

117.35 118.36 116.84 115.32 114.05 112.78 111.51 111 110.49 109.73 108.46 106.43 111.25 110.49 108.46 105.16 102.87 100.33 99.06 94.49 92.71 91.69 89.66 89.15 88.14 87.63 86.87 88.65 87.12 83.57 81.53 81.79 68.58 67.56 65.02 66.04 63.25 62.74 55.12 54.1 43.69

1 98 86 75 64 56 48 43 39 22 19 15 7 6 5 2 1 1 1 37 31 25 20 18 15 9 8 4 3 1 1 1 7 6 4 2 1 1 4 3 2

20 742 655 570 493 433 377 338 306 218 185 151 94 80 65 35 29 24 18 351 300 246 200 174 152 109 92 61 50 28 22 17 92 72 51 36 25 18 59 49 31

19.13 68.07 67.31 66.8 66.04 65.79 65.28 65.02 64.52 51.05 50.29 49.28 34.8 34.54 33.78 22.2 21.44 20.57 19.94 53.85 53.34 52.83 51.82 51.56 51.31 41.15 40.89 32 31.24 22.25 21.41 21.36 38.61 38.1 37.08 24.54 23.32 22.99 32.51 32.26 25.4

285 2409 2130 1852 1599 1398 1222 1091 990 900 767 636 600 513 426 354 306 262 206 1150 980 803 652 569 498 446 380 334 279 223 187 145 310 244 177 192 136 102 190 157 103

31 1134 1000 870 752 657 574 513 464 333 282 229 145 123 100 55 46 38 29 536 457 375 303 264 231 166 140 93 76 44 35 27 140 110 78 56 38 28 91 75 48

APPENDIX F (Article Type Paper)

DESIGN AND ANALYSIS OF SUPERSTRUCTURE SECTION OF STEEL TRUSS BRIDGE USING STAAD PRO WITH SOLAR PANEL INSTALLATION AS CLEANERGY SOURCE

Sheena O. Abuiza, Eliazar B. Bautista, Jomello Angelo N. Munoz, Mio Marco S. Quilit Engr. Ivan D.L. Marquez

MAPUA INSTITUTE OF TECHNOLOGY School of Civil, Environmental and Geological Engineering (+63 2) 2475000

SEPTEMBER 2014

CEGE Journal ISBN ____________________ Abstract This paper examines the superstructure of a steel truss bridge aided by a STAAD Pro Software. It emphasized the associated advantages of an LRFD design method and its specifications set by the National Structural Code Philippines which gave a conservative type of design. It discovered the most favorable advantages of using a steel bridge in comparison to a reinforced concrete in areas such as life expectancy, cost savings and equipment utilization, ease of construction and design methodology. The study insists to favor the construction of steel truss bridge in rural areas as adhered to the aforementioned factors and edges of utilizing a steel bridge. It also considered different load combinations set by the code to maximize the effect of such combinations. Therefore, the most critical load could be determined so as to apply in the superstructure of the steel truss bridge. By principle, loads must be less than the material resistance, through LRFD load factors and resistance factors, it provides greater certainty of not exceeding the strength of material. Solar panel attached at the top of the designed bridge is part of the contributing features of this paper in relation to sustainability purpose. By having so, the proposed design has its own capability to produce its self-generating electricity for bridge lightings. Keywords: LRFD, steel truss bridge design and analysis, superstructure section, solar panel installation Acronyms/Abbreviations LRFD UDL AASHTO NSCP ASD LFD

Load and Resistance Factor Design Uniformly Distributed Load American Association of State Highway and Transportation Officials National Structural Code of the Philippines Allowable Stress Design Load Factor Design

CEGE Journal ISBN ____________________

1. Introduction A bridge is a structure erected as a linkage in physical impediments such as body of water so as to permit smooth and safe passage over the said obstacles. It is divided into an upper portion (the superstructure), which consists of the floor system, the slab, the main trusses, and a lower portion (the substructure) that comprises the column, abutment and piles. The former provides horizontal spans (deck and girders) and conveys the traffic load while the latter functions as a support of the super structure of the bridge. Furthermore, bridges play a critical role in the transportation system since it rides over urban congestion, waterways, valleys, etc. Thus, when catastrophic events transpire, specifically seismic activities and storm surges, these structures must surpass those complexities and be able to stand for continuous transportation function. If these structures fail, the transportation system suffers critically as passing through of people, transfer of goods, and connectivity among places would not be possible. The use of pre-stressed concrete bridge design has grown drastically since they were first introduced. Pre-stressed concrete is an approach to overcome the limitation of concrete in tension. On the other hand, conventional reinforced concrete is centered on the usage of steel reinforcement bars and inside poured concrete. Beam bridge is horizontally aligned, supported by a substructure units and could either be simply supported or continuous depending on the span variations. For over 60 years, precast and pre-stressed concrete girders have been used effectively in different states across the nation because of their durability, low life cycle cost, and modularity, among other advantages. These girders are most commonly used for full length, simply supported bridges. In consonance to steel design, steel, as a prime material in bridge construction, it is considered to be practical and economical in many situations. It is widely used around the world for the construction of bridges from very large to very small scales. In addition, steel is a versatile yet effective material that gives efficient and sustainable solutions offering a broad range of benefits addressing economic, environmental priorities of sustainability. Moreover, steel bridges dominate the markets for railway bridges, long span bridges, footbridges, and medium span highway bridges. It is also regarded as an anti-seismic structure and is recommended for use in seismic-prone regions. A truss bridge composes of a truss in its load- bearing superstructure. Its connected elements usually formed triangular units and any may be stressed from compression, tension, or both due to dynamic loads. The members of a truss can be arranged in an almost unlimited number of ways, but the vast majority of trusses encountered in bridge or building work belong to one of the common types of trusses such as Warren truss, Warren truss with verticals, subdivided Warren truss, the Pratt truss, subdivided Pratt (Baltimore) truss, K truss, and the Howe truss.


1.1 Problem Statement In the Philippines, most of the constructed and permanent bridges are pre-stressed like those in Botolan, Zambales. Although steel bridges were already introduced then, its advantages, pros and cons, are not yet explored and investigated as compared to the prestressed type one.

1.2 Project Objective The main objective of this project is to make a design and analysis of steel truss bridge, specifically and limited to its superstructure part. Its specific objective was to expose the essentials and benefits of steel truss bridge and to develop its design procedure using LRFD or Load and Resistance Factor Design. For energy production, a solar panel would be attached at the top of the bridge for the benefit of the locals of the community.

1.3 Design Norms Considered The project aimed to take into account the design strength conservativeness, solar energy production as accorded to LFRD, since this method is more conservative as compared to other strength design approach. As proven, LRFD developed structures have a more consistent factor of safety, on the top of its dynamic load combinations and factored loads, identification of adequate, economical, and lightweight steel sections. Thus, they are chosen to produce credible results.

1.4 Major and Minor Areas of Civil Engineering Structural Engineering is the main area of this thesis, since it mainly focuses on design of steel truss bridge on its superstructure part. Environmental and Construction Engineering are the minor areas of this thesis. In terms of Environmental Engineering, it focuses on principles to improve environmental conditions. Solar panel was used as a natural source of energy to provide clean and renewable energy from the sun. In the Construction Engineering aspect, it is concerned with the planning, designing and management of infrastructures. The thesis concentrated more on the design and analysis work and emphasized the aspect and economical details of the bridge.

1.5 The Project Beneficiary The main project beneficiary is the Department of Public Works and Highways, specifically Bridges Management Cluster-Unified Project Management Office.

CEGE Journal ISBN ____________________ Furthermore, this study could serve as a theoretical model for future researchers whose studies are of the same nature. More so, it may also provide the necessary details to be cited in their studies in respective usability and time.

1.6 The Innovative Approach Part of the proposal is the design of a superstructure part of the bridge to be incorporated in Botolan, Zambales. Steel is the main material to be utilized in replacement of reinforcement concrete. The former provides greater strength with less material, and is easier to repair and offers greater depreciation years (life span) if properly maintained. Other considerations for innovative approach is the application of a solar panel for energy generation. Solar panels will serve as an alternative source of energy. They absorb solar radiation from the sun and convert that energy to electricity that provide clean and renewable energy. To illustrate the said design, various computer software were utilized and they are as follows: STAAD Pro, Microsoft Excel, AutoCAD and Google Sketch Up for the sets of plans and details of the structure.

1.7 The Research Component This research aimed to conduct a design and analysis of steel truss bridge on its superstructure part. Every aspect that could be assessed such as strength evaluation, and other areas possible might then be weighted and evaluated. The proposed steel truss bridge design adheres its strength design method to LFRD for compliance conservativeness and efficient factor of safety.

1.8 The Design Component The design component covered the upper part (the superstructure), which consists of the floor system, the slab, and the girders or the main trusses. It adopted the Load and Resistance Factor Design method for design conservativeness and safety factor consistency. Various types of loadings were then be considered, be it classified as either permanent or transient (variable). Permanent loads consist of dead load and superimposed dead load of structure which act on the bridge throughout its life. On the other hand, transient load or movable loads comprise vehicular and pedestrian live loads, impact loads, wind loads, and seismic loads. These aforementioned loads are factored and combined to develop an extreme adversative effect for each apiece member being designed.

1.9 Sustainable Concept With unfathomable consideration of the environment and the catastrophic events that confront humanity, this proposal developed an earthquake-proof structure to resist the enormous seismic forces for greater stability purposes. In particular, unpredicted

CEGE Journal ISBN ____________________ earthquakes which might have greater intensity and magnitude value have potentials of causing impairment and intense damages to its bridges. If this transportation system suffers disparagingly as passing through of people, transfer of goods, and connectivity among places would be impaired. Part of the sustainable concept is the attachment and inclusion of a solar panel for clean energy production. The generated source of energy would be disseminated then to the locals of the community.

2. Environmental Examination Report 2.1 Project Description The researchers were inspired to create this project in order to design a Bancal bridge that will be useful for different functions. Under the bridge, the researchers put a turbine within the running water which may be an alternate source of electricity for the community. The project attempted to have a comparative analysis between the actual bridge design and the researchers’ bridge design in comparison with steel truss bridge. The strength design of the researchers is based on LFRD or Load and Resistance Factor Design specifications. The turbines under the bridge will provide an alternative source of energy for the community, since the water under the bridge that will be constructed is running rapidly.

2.2 Impact Assessment and Mitigation Discussion of Environmental Impacts The location of the project is surrounded by trees, a river system, foreign birds and domestic animals. The site proposed has an existing bridge beside it, which is already old and has damages on some parts of the columns and beams. This is the reason why the head of the community plans to build a new bridge design in order to improve the traffic problem on the particular location and improve the safety of the bridge. By the time that the group inspected the site, the atmospheric condition on the area is hot, but the location is surrounded by trees and water body which improves air flow in the site. Within the perimeter of the bridge, there are numerous plants and trees around it. Pollution in the area is low, and the construction won’t give much harm on the natural resources of Botolan, Zambales. The location is high in humidity and the atmospheric condition in the area is environmentally good due to the presence of plants and trees. The urbanization at Botolan, Zambales is just normal. A moderate number of vehicles are passing by the old bridge which is beside the ongoing project: the Bancal Bridge. As the group sees the site, it is

CEGE Journal ISBN ____________________ surrounded by nature, which means the site is not fully developed yet. There will be more motorists that will pass by the area once the new bridge will be expanded since it can accommodate more vehicles. We may expect an increase of population on the area because of the developments to be done on the site. The project will not affect the environment such that they are just building a new bridge to replace the old bridge which has damages, making it prone to danger so that the bridge may collapse during natural calamities.

3. The Research Component 3.1 Introduction Bridges are essential part of national transportation. Permanent bridges are made up of concrete or steel. In the Philippines, most bridges are made of concrete. Approximately, 83% bridges are concrete and 11% bridges are steel. Bridge shapes nations. As of today, different methods and approach for bridge design have advanced significantly. This, in return, advances people as well. The LRFD (Load and Resistance Factor Design) philosophies is the primary design approach and is the basis of codes to apply for this bridge design and analysis. In addition, solar panel will be installed at the top of the bridge to serve as source of lighting at night.

3.2 Review of Related Literature Which is better, steel or concrete? This topic came up during last year’s Senate Hearing on the President’s Bridge Program. Government and private engineers and economists gave some points. Concrete is cheaper, but steel is more economical over a long period of time. Steel spans are long lasting than concrete. The damage to any steel structure is easily seen but repairable. In contrast, the damage in the concrete such as cracks may not be visible but it can affect the rated lifespan of a structure. Steel bridges take a short period of time to construct compared to concrete that takes months or years to construct and use. Lastly, steel bridges can be low-cost than concrete 1.

Bondoc, Jarius. (November 12, 2012). What’s better: Steel or Concrete Bridge?. Retrieved from http://www.philstar.com/opinion/2012-1128/875423/what%E2%80%99s-better-steel-or-concrete-bridge 1

CEGE Journal ISBN ____________________ The life-cycle cost of galvanized steel bridge is lower than the painted steel bridge. The variation of the market price of steel effect the total life-cycle cost, but it does not influence the selection of cases 2. There are two essential choices to build a bridge, it’s either made of concrete or steel. The utilization of pre-stressed concrete increased excessively since it was first introduced than steel, however steel is practical and economical in many ways. Pre-stressed concrete box girder bridges are in demand because workers may not be pleasant with concrete deck formwork, drilling and scaffolding required for steel bridges. However, advances in technology made steel easier to install which may result in decreasing the labor needed to construct a bridge. Pre-stressed concrete beams can be fabricated within a short period of time compared to steel that takes a longer time to order, depending on the site of the steel plant that can cause higher transportation costs. However, steel is more readily fabricated to meet skewed or curved design over concrete. Steel bridges are easy to repair or replaceable compare to concrete bridge that needs great repairs when damage occurs. Steel bridges are not easily affected by seismic damage. In terms of aesthetics, both concrete and steel can be designed to be appealing to the eye, but still depends on the location on which material best suits the surroundings. About initial and life-cycle costs, many steel structures nowadays remain in service indefinitely with proper maintenance 3. Nowadays, typical anti-earthquake design are replaced by anti-seismic designs. It is considered as a main design technology against earthquakes because it reduces the seismic force transferred into a structure. Typical anti-earthquake bridge design has a concept of resisting earthquakes based on the strength of its construction. In recent times, load dispersing bridges or seismic isolated bridges have been utilized. It will support elastically a superstructure with rubber bearings and distribute the internal force of the superstructure to secure it from earthquakes 4.

2

Phing Chen and Rong-yau Huang. (2007). Life Cycle Cost Analysis of Steel and Prestressed Concrete Bridges - A Case Study of a New Highway Bridge in Taiwan. Retrieved from http://www.ncu.edu.tw/~ncu7020/Files/Phd_Repord/96/%A4u%BE%C7%B0%7C/%A4 g%A4%EC%A8t/%B3%AF%AB%CC%A8j/paper.pdf 3

Fisher Associates. (2013). Bridge Design. Retrieved from http://www.fisherassoc.com/articles/14/ 4

OILES Corporation. (2012). Seismic Isolation and Vibration Control. Retrieved from http://www.oiles.co.jp/EN/menshin/bridge/index.html

CEGE Journal ISBN ____________________ The seismic isolation of a structure reduces the transfer to the structure of ground motion produced by earthquake. It is typically obtained by a damping system acting as base isolation between the structure and the ground. Such damping systems are designed to protect structural integrity and prevent damages and injuries by reducing seismic forces and deformations in the structure 5. Although there are numerous other methods of generating electricity, solar panels have a number of considerable advantages for the consumer, the producer, and the environment. Solar panels are clean while generating electricity from sunlight, and produce virtually no pollution, whereas burning fossil fuels release large quantities of toxic gases into the atmosphere. For the consumer, solar panels can free the individual from reliance on the power grid and the monopolistic energy supplier. Once you make the initial investment in hardware, you will have free electricity for years to come. Fossil Fuels are limited. Although fossil fuel reserves are expected to run dry within the next century, solar power is clean, abundant, and will remain a renewable resource that can meet all of Earth's energy needs for billions of years to come 6.

5

Mualla, Imad. (2008). Damping for Earthquake Vibration Control. Retrieved from http://library.tee.gr/digital/m2368/m2368_mualla.pdf 6

Solar Panel Info. (2005). Why are Solar Panels Necessary?. Retrieved from http://www.solarpanelinfo.com/solar-panels/purpose-of-solar-panels.php


3.3 Methodology In general, all the essential and necessary requirements and data presented in the actual design of Bancal Bridge must be acquired from the Department of Public Works and Highways, specifically at the Bridges Management Cluster-Unified Project Management Office. By doing so, the mandatory information that this thesis proposal acquired would aid the research proponents to perform analysis and redesign the entire system using the proposed steel truss bridge. Prior to that progression, ocular inspection and in situ observation should be in realization, in order to check the progress of the actual design. In consonance to design area, the LFRD strength design method is to be utilized considering its conservative combined and factored loads. Moreover, various types of loadings is to be applied apiece member/component, varying from different permanent loads up to diverse transient loadings. Henceforth, determination of sufficient and economical material and of sections follow so as to resist effectively the critical load combinations. Reliant on the outcome of this proposal is the possibility of approval and conceivable application of the proposed design by the Project Management Office.

4. Conclusion Using the STAAD as the main software for design analysis of bridge, this paper was able to generate a steel truss bridge with a credible result. Equipped with section database, we were able to determine what suitable sections of steel should be utilized in order to have non-failing elements (beams) when the critical load combinations are applied. Due to the combine axial load and bending moment produced from such combinations, identification of a suitable and adequate section is a rigorous process. It is for the reason that some sections are heavy and non-economical to utilize. More so, it could affect the aesthetic sensibility of the form of bridge if not considered then. Indeed, some parts of the bridge such as the metal deck support are provided with lateral support against lateral torsional buckling. Thus, in a bridge covering long span, the compression flange member that tended to twist and displace laterally could now be prevented. As this bridge design incorporated LRFD (Load Resistance and Factored Design) design philosophies, it is right to say the design steel truss bridge achieves a relatively uniform safety level. By principle, loads must be less than the material resistance, but through LRFD load factors and resistance factors, it provides greater certainty of not exceeding the strength of material. As this paper accounts the advantages of steel truss bridge, includes its rapid constructability and ease of installation. With that, the duration of road closures and traffic

CEGE Journal ISBN ____________________ impact is minimized. Steel bridge are also adaptable for change in use. To accommodate larger lanes of traffic, widening of such is not a constraint. Meanwhile, it can also be strengthened so as to carry heavy traffic loads. As subjected to rough estimation in Chapter 7, steel truss bridge could be created with a smaller, reasonable price compared to a concrete type of bridge, thus producing a lesser overall production cost and greater cost savings. With its proven life span of over 100 years, it could render greater public usage. And when it reaches the end of its useful life, it can be cut to convenient sizes for demolition purposes. Therefore, steel is a sustainable material.

5. Recommendations The design for steel truss bridge may use other bridge design software such as Westpoint Bridge designer to verify the adequacy of sections used with tantamount and similar service loads. More so, with the same sections generated in the superstructure parts of the bridge one can, adopt another design approach such as LFD/ASD to determine the adequacy of sections with altered load combinations. The resistance of this section/material must be less than the critical load produced. Majority of bridge in the Philippines have its own anti-seismic resistance in the form of dampers. But due to technological advancement, some countries, such as Japan and Italy, have recently created modified dampers to provide greater resistance to enormous seismic activities. As part of modification technique, they applied rubber and ball bearing, and antiuplift system. This specific element might be explored and further be studied to account greatly the effects of earthquakes to bridges, either be in its substructure or superstructure part. Furthermore, steel bridges are normally protected by paint coatings against corrosion formation. Modern specifications comprise the application of duplex coating system, a sequential application of paint coatings. This paper recommends to investigate the application of cathodic protection approach on steel bridges as the major technique for corrosion resistance. Cathodic protection uses sacrificial metal/anode so as for it to corrode instead of the main metal.


6. Acknowledgements Immeasurable appreciation and deepest gratitude for the help and support are extended to the following people who in one way or another have contributed in making this thesis paper possible. First and foremost, we would like to thank Professor Ivan Marquez, our thesis adviser, for his most support and encouragement. He kindly offered invaluable detailed advices on bridge design, STAAD analysis, and even recommends information that would make this thesis possible. We are particularly grateful for the assistance given by our respective parents and friends for supporting and encouraging us with their best wishes. We would like then to thank the following organizations for their unlimited support:  Department of Public Works And Highways-Main Office  Bridges Management Cluster-Unified Project Management Office Without the support, patience and guidance of the above people and organization, this thesis paper would not have been completed. It is to them that we owe our deepest gratitude.


7. References Bondoc, Jarius, (November 12, 2012). What’s better: Steel or Concrete Bridge?. Retrieved from http://www.philstar.com/opinion/2012-11-28/875423/what%E2%80%99s-bettersteel-or-concrete-bridge Fisher Associates. (2013). http://www.fisherassoc.com/articles/14/

Bridge

Design.

Retrieved

from

Mualla, Imad. (2008). Damping for Earthquake Vibration Control. Retrieved from http://library.tee.gr/digital/m2368/m2368_mualla.pdf OILES Corporation. (2012). Seismic Isolation and Vibration Control. Retrieved from http://www.oiles.co.jp/EN/menshin/bridge/index.html Solar Panel Info. (2005). Why are Solar Panels Necessary?. Retrieved from http://www.solarpanelinfo.com/solar-panels/purpose-of-solar-panels.ph

APPENDIX G (Original Project Report Assessment Sheet by Panel Member)

APPENDIX H (English Editor Assessment and Evaluation Rubric)

APPENDIX I (Accomplished Consultation Forms)

MAPÚA INSTITUTE OF TECHNOLOGY School of Civil, Environmental and Geological Engineering (SCEGE)

CERTIFICATION This is to certify that the thesis entitled “Design and Analysis of Superstructure Section of Steel Truss Bridge using STAAD Pro with Solar Panel Installation as Cleanergy Source”

authored by: Abuiza, Sheena O. Bautista, Eliazar B. Munoz, Jomello Angelo N. Quilit, Mio Marco S. Has been consulted and reviewed.

ENGR. JOHN MELVIN Q. PRINCIPE WHITEPORT INC.

APPENDIX J (Compilation of Assessment Forms)

APPENDIX K (Copy of Engineering Drawings and Plans)

APPENDIX L (Copy of Project Poster)

APPENDIX M (Photocopy of Receipts)

SLHS EDITORIAL SERVICES

ORAL EXAMINATION FEE

APPENDIX N (Relevant Pictures)

Site Visit:

APPENDIX O (Other Required Forms)

APPENDIX P (Student Reflections)

After graduation and passing the Civil Engineering Board Exam, I see myself in three to five years a fully pledged Civil Engineer. I’m very successful in the field I chose. For two or three years, I see myself working in D.M Consuji Inc. or Makati Development Corporation while studying Master’s Degree in Geotechnical Engineering in my alma mater, Mapua Institute of Engineering. I managed many projects that I’m very proud of. Then for four and succeeding years, I see myself working in Department of Public Works and Highways I also have a construction or testing company together with my friends. I foresee myself teaching Fluids, Hydraulics or Soil Mechanics that serves as my part time job. I also foresee myself building my own home and save money for the dream resort of my mother. I have a business such as water station or spa. I also own different properties. I can provide my family’s wants and needs. Money is not a problem. We able to go out of the town or country and enjoy life’s pleasure to the fullest. My family is the reason why I work really hard. All of the success is about hard work, having faith to god and to your won skills and abilities. I set a good example and inspiration to other engineers especially woman to be successful in their own field of interest. We know that the most of the works of a civil engineer is for men. I can show them that women can also do what men can do. Maybe men are strong physically, but women can have much knowledge and activities towards work.

ABUIZA, Sheena O.

After years of hard work in attaining Bachelor’s Degree in Civil Engineering at Mapua Institute of Technology, I can see my future after graduation five to ten years from now to be one of the most successful Civil Engineer in construction industry. I can see myself working in my own company, a CEO of a general contractor like DDT, SMDC, or MDCMakati Development Corporation. I want to have my own roof fabrication, steel/steelsheets fabrication, Construction materials and supplies, pre-casting fabrication, Housing and subdivisions in different parts of the Philippines and a design consulting firm. I also foresee myself to have a good life which I can provide for my family and to the community. Correspondingly I see my future after graduation to pass the licensure examination for civil engineering locally and internationally accredited. I also see myself to have a very own car and own house which came from my hard work as a civil engineer and a contractor. Similarly I foresee myself to have a part time job as a professor in the same institute where I came from (Mapua Institute of Technology) to impart my knowledge and to share my experiences that I know will help the student to dream more and to do more of what they can be by influencing them in the good way, likewise I also want to have a training center to those person who want to learn new skills and to improve their old skills in construction industry even though they don’t have good educational background and experiences because of poverty and other factor, I want to open opportunity for them because I believe that everyone is capable to do great things if they have willingness to learn and willpower to not only good but also great things, as well I expect myself to contribute to the society by building homes to the unfortunate, building structure that are environmental friendly, and scholarships to those who dream to become one of us; engineer. In addition, I see myself in continuous learning about Civil Engineering in construction industry for the reason that there’s a lot of innovations and new technologies that can help every individual to improve their abilities, knowledge and skills, in which I will continue to study a Master’s Degree in the same field or in the business field. To put it briefly it’s about Hard Work and Faith to accomplish those things and I know God is in charge.

BAUTISTA, Eliazar B.

As the group able to present our thesis we were relieved because we were able to present it well, we put hard work and much of our time to make sure that everything will be as smooth as possible. Each of the group member has an assigned task to do so that we would be able to manage our time well. I have learned a lot to use the program STAAD for the computations of loads that will be carried by the bridge, thanks for the help of our adviser. Base from the data gathered, we were able to have an own estimation for the bridge which cost lesser than the original and which is more efficient. I am looking forward to apply some knowledge that I learned during the conduction of our thesis through my future career as a Civil Engineer. Three to five years from now, I see myself running our family business. My father is a private contractor of vertical structures and I look up to him that's one reason I took Civil Engineering, I'm also planning to be a contractor just like him, and as early as today, I am already managing some of my fathers' projects. I'm also willing to learn and broaden my knowledge and skills that I also consider to train and practice on the construction of horizontal structure. I’m willing to explore to learn more like going to other countries and have work on international companies as a Civil Engineer so I would learn new techniques and have more ideas on the field of Engineering.

MUNOZ, Jomello Angelo N.

With the span of five years after my graduation, I can see myself pursuing a Master’s Degree abroad. As of now, I have been eyeing an international scholarship which could help me to support my ambition financially. In specific, I want to enter and be a student of Hongkong University of Science and Technology. If transpire, I want to pursue a mastery related to structural design or engineering management. Those two, for me, would never be in a state of out of demand in employment rate. In a global perspective, the world progresses and continue to move forward. With this, engineers, in a broader sense, contribute significantly. However, there would always have a system of meritocracy where they only choose the best people. Therefore, taking a higher degree abroad gives me an edge then. Also, I expect to have contributed to the industry of Civil Engineering in terms of the thorough study. In a brevity of five years, I can see myself stepping on the ladder of a more competitive and challenging endeavors. I want to teach and to give back my knowledge and instill good values to my students. I want to own a construction company. It is my diminutive motivation. I am of the honest belief that without ambition, there are no hopes, dreams or successes. It definitely drives me in general. In reality, five years is such a short time but there is a lot to happen, In general I want to be working in a position where I am successful and valued.

QUILIT, Mio Marco S.

APPENDIX Q (Resume of Each Member)

Sheena Orteza Abuiza 7333 San Benissa Garden Villas Brgy. Kaligayahan, Novaliches, Quezon City Cell No.: 09155770455 Email Address: [email protected]

Objective: To obtain a position in the field of Civil Engineering where I can practice and enhance my knowledge and skills through experience. And take challenging, creative and diversified work at a leading corporate of construction environment. Educational Background: • Tertiary

Mapua Institute of Technology Intramuros Manila B.S Civil Engineering 2008-2015

• Secondary

Angelicum College M. J. Cuenco St., Quezon City 2006-2008 Our Lady of Lourdes College Gen. T. de Leon, Valenzuela City 2004-2006

• Elementary

Our Lady of Lourdes College Gen. T. de Leon, Valenzuela City 1998-2004

Skills: • • • • • • •

Expertise in AutoCAD Have a basic knowledge in MS Project, C++ and Staad Pro Oriented in Microsoft Office tools such as Word, Excel, and Powerpoint. Efficient management and organizational abilities Excellent written and communication skills in English Have good problem solving with analytic thinking Open minded to work in complex environment

Affiliation:

• Philippine Institute of Civil Engineers-Mapua Chapter Member

Seminars: • SB13 Manila Conference: Sustainable Buildings, Infrastructures and Communities in Emerging Economies Richmonde Hotel, Eastwood City • NSCP Orientation and Concrete Technology Mapua Institute of Technology • Labor Education for Graduating Students Mapua Institute of Technology On-the-Job Trainings: • Name of the Project: The Pearl Place Towers Location: Pearl Drive Corner Gold Loop, Ortigas Centre, Pasig City Contractor: Monolith Construction and Development Corporation Duration of Training: May 2014-June 2014 • Name of the Project: Amaia Skies Avenida Location: Doroteo St. Corner Tomas Mapua St., Sta. Cruz, Manila Contractor: Makati Development Corporation Duration of Training: July 2014-August 2014 • Name of the Project: Solalegria Warehouse Location: Muelle de Binondo St., Binondo, Manila Contractor: Ironcon Builders and Development Corporation Duration of Training: October 2014-November 2014 • Name of the Project: Rehabilitation/Reconstruction/Upgrading of Damaged Paved National Roads including Drainage Based on Pavement Management System/Highway Development and Management along M. Dela Fuente Street. Location: M. Dela Fuente St., Sampaloc, Manila Handled by: DPWH-North Manila Engineering District Duration of Training: November 2014-December 2014 Character References: • Engr. Bienvenido A. Cervantes Professor, School of Civil, Environmental and Geological Engineering (SCEGE) Mapua Institute of Technology 09153123591 • Engr. Ivan DL. Marquez Professor, School of Civil, Environmental and Geological Engineering (SCEGE) Mapua Institute of Technology 09179553519

ELIAZAR B. BAUTISTA #02 Sampaguita Street, Purok 5, New Cabalan, Olongapo City, Zambales, Philippines 2200 Contact No: +63927 128 9509 Email: [email protected]

OBJECTIVES To secure a position that requires excellent Civil Engineering skills in an office and/or field environment. Position should require a variety of tasks that would help me gain knowledge and practise my profession in a construction business.

PROFILE QUALIFICATION     

     

Can be able to work with minimal supervision.  Can work more than the routine hours.  Able to operate AutoCAD  Could operate effectively with Microsoft office tools namely word, excel & power point.  Excellent written and communication skills in English  Open minded to work in complex environment and projects. 

WORKING EXPERIENCE  Technoprenuer/ Sales Agent V mobile Corporation July 2010- August 2011  Research Assistant (part-time) Asia Halcrow Incorporated December 2011-July 2012  Field Engineer (OJT) MEC (Millennium Erectors Corporation) January 2014- March 2014 ORGANIZATIONS / CLUB

 Field Engineer (OJT) DDT Konstract April 2014- May 2014  Field Engineer (OJT) W.A.N.N Construction Developement May 2014-June 2014

2012-Present Technological Institute for New and Keen Engineering Students (THINKERS) 2012- Present Junior Philippine Institute of Civil Engineers (JPICE) 2012- Present Transportation Science Society of the Philippines (TSSP) 2012- Present East Asian Society for Transportation Studies (EASTS)

SEMINARS

EDUCATIONAL BACKGROUND Tertiary : Mapua Institute of Technology Bachelor of Science in Civil Engineering Intramuros Manila, Philippines

2009 -2014

Columban College Bachelor of Science in Civil Engineering Olongapo City Zambales, Philippines

2008 - 2009

Central Luzon College of Science and Technology Nursing attendant Olongapo City, Zambales, Philippines

2007- 2008

Secondary Olongapo Wesley School Olongapo City, Zambales, Philippines

2003 – 2007

White Stone Christian Academy School of Tomorrow Olongapo City, Zambales, Philippines

1997– 2003

Primary

PERSONAL DATA Age: Marital Status: Date of Birth: Nationality: Religion: Spoken language: Height: Weight:

23 years old Single 07 January 1992 Filipino Christian English and Filipino 5’9” 77kg.

CHARACTER REFERENCE Engr. Ivan Marquez Structural Engineer of EM2A Partners & Co. 17C Sct. de Guia St. (cor. Sct. Reyes St.), Quezon City, Metro Manila 1103 +63 928 855 747

Engr. Geoffrey Cueto Structural Engineer/Professor Quezon City, Metro Manila +63 927 289 4411

I hereby certify that the aforementioned information are true and correct to the best of my knowledge and belief.

Eliazar B. Bautista

Munoz, Jomello Angelo N. Lot 3 Blk. 41 Solana St. , Intramuros, Manila Contact #: 09224757342 (Sun) / 09153441366 (Globe) E-mail Address: [email protected]

PERSONAL INFORMATION: Nickname Gender Age Date of Birth Place of Birth Civil Status Citizenship Height Weight Religion Dialects Mother’s Name Occupation Father’s Name Occupation

: : : : : : : : : : : : : : :

Mello Male 22 August 26, 1992 San Pablo City, Laguna Single Filipino 5’6” 70kg• Roman Catholic Tagalog & English Anastacia Sherry N. Munoz None (Housewife) Joubert A. Munoz Private Civil Engineer

QUALIFICATIONS: Flexible and willing to learn new things Dedicated and hardworking individual Willing to work with other people Capable of handling a group and can manage to be a leader Willing to render overtime

SEMINAR AND TRAINING EXPERIENCES: •Hazards in Construction Sector: Site Assessment and Remediation 28th day Aprill 2011 Seminar room, Mapua Institute of Technology, Intramuros, Manila

•2nd Water Philippines 2013 International Conference 20th-22nd day of March 2013 SMX Convention Center, Pasay City •SB13 Manila Conference: Sustainable Buildings Infrastructures and Communities in Emerging Economies 25th-27th day of November 2013 Quezon City, Metro Manila, Richemonde Hotel Eastwood City

SKILLS: • Oriented in Microsoft applications such as: - Microsoft PowerPoint - Microsoft Word - Microsoft Excel - Microsoft Project • Basic knowledge in AutoCAD • Capable of creating and editing picture, videos, files, presentations, and creating posters for advertisements • Familiar with the programs STAAD, Google Sketch up, C++. And with Operating Systems like Linux and Windows 95/98/XP/Vista/200/2003/2007/2008 EDUCATIONAL BACKGROUND: Tertiary Education

Mapua Institute of Technology (ABET accredited and PTC accredited) Intramuros, Manila 2009-2015

Secondary Education

Laguna College San Pablo City, Laguna 2005-2007 Canossa College San Pablo City, Laguna 2007-2009

Primary Education

Grace and Truth School San Pablo City, Laguna 1997-2005

Mio Marco S. Quilit Objectives: To apply the education-derived knowledge/discipline in actual practice To work in a challenging, competitive, diversified, and world-class environment

As learning is a continuous process, I am craving to gain new ideas and explore greater opportunities To apply learnings for societal betterment

Work Experience • On the job trainee at Hilmarc’s Construction Corporation-Manila Bay Resort (OJT1-80 hours) • On the job trainee at Hilmarc’s Construction Corporation-Manila Bay Resort (OJT2-80 hours) • On the job trainee at Department Of Public Works and Highways (NCR Office)Redevelopment of Roxas Boulevard (OJT2-80hours)

ADDRESS: 422 BARANGKA DRIVE, MANDALUYONG CITY

CONTACT NUMBERS:

399-41-10

Educational Profile BACHELOR OF SCIENCE IN CIVIL ENGINEERING | 2014 | MAPUA INSTITUTE OF TECHNOLOGY · Cum Laude · Top 3 out of 144 Civil Engineering graduates · President’s Lister (1st term,4th year) · President’s Lister (2nd term,4th year)

09153089873

EMAIL ADDRESS: mmrcquilit@yahoo. com

· President’s Lister (3rd term,4th year) HIGH SCHOOL | 2010 | RIZAL TECHNOLOGICAL UNIVERSITY · CLASS VALEDICTORIAN , 256 STUDENTS · PLAQUE OF RECOGNITION FOR BEING A CONSISTENT TOP 1 · BEST IN TECHNOLOGY, SOCIAL STUDIES, MAPEH, AND FILIPINO · NOLI DE CASTRO LEADERSHIP AWARDEE · PGMA LEADERSHIP AWARDEE ELEMENTARY | 2006 | MAGSAYSAY CENTRAL SCHOOL · CLASS SALUTATORIAN

Mapúa

Skills & Abilities TECHNICAL · Able to use STAAD, ETABS, AUTOCAD · MS WORD, MS EXCEL, MS POWERPOINT, MS PROJECT COMMUNICATION · Able to effectively share knowledge and very enthusiastic to learn some more · Can speak English fluently · Can motivate a team toward common goal

Leadership/Seminars · HEAD OF PUBLICATION-HONOR SOCIETY OF MAPUA · AUDITOR- Speech Communication Organization of the Philippines – MAPUA Chapter · Member –American Concrete Institute – Mapua Chapter · Member – Philippine Institute of Civil Engineering – Mapua Chapter Title of Seminar/Training Course Attended

Inclusive Dates

Conducted by

8TH ABOITIZ FUTURE LEADER BUSSINESS SUMMIT

AUGUST 16-17, 2013

RAMON ABOITIZ FOUNDATION

BUILDING INFORMATION MODELING

NOVEMBER 27, 2013

AMERICAN CONCRETE INSTITUTE – MAPUA CHAPTER

EASTS-TSSP TRANSPORTATION CONFERENCE

JANUARY 27-30, 2014

EASTS-TSSP PHILIPPINES

SB13 RESEARCH ON SUSTAINABLE BUILDING

DECEMBER 3-4, 2013

EASTWOOD

IDEA GLOBAL ENTREPRENEURSHIP SYMPOSIUM

MARCH 14 – 17, 2014

PHILDEV INCORPORATION

Character Reference Name CAITLINE PEREZ

ENGR. ROMA SEMANA

Occupation

Telephone No.

STUDENT

+639158372988

CIVIL ENGINEER/PROFESSOR

+639177937368

I hereby certify that the above information is true and correct to the best of my knowledge and belief. MIO MARCO S. QUILIT

Design and Analysis of Superstructure Section of Steel Truss Bridge Using Staad Pro With Solar Panel Installation as Cleanergy Source

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