STAAD Advanced Concrete Design Introductory Tutorial

STAAD Advanced Concrete Design V8i

Tutorial Last Updated: September 06, 2016

Table of Contents Chapter 1: Getting Started ..........................................................................................................3 1.2 1.3 1.4 1.5

Starting in STAAD.Pro .......................................................................................................................................................................... 3 To open the model and generate analysis ...................................................................................................................................3 To create a building model from floor plan ................................................................................................................................5 To add a shear wall ............................................................................................................................................................................... 6

Chapter 2: Slab Design ................................................................................................................8 2.1 2.2 2.3 2.4 2.5 2.6 2.7

To start the slab design ....................................................................................................................................................................... 8 To specify elevator openings ..........................................................................................................................................................11 To perform the design .......................................................................................................................................................................12 To generate construction and detail drawings ...................................................................................................................... 13 To generate design calculation reports ..................................................................................................................................... 14 To save the project and exit ............................................................................................................................................................15 STAAD RCDC Settings Files ............................................................................................................................................................. 15

Chapter 3: Beam Design ........................................................................................................... 16 3.1 3.2 3.3 3.4 3.5 3.6 3.7

To start the beam design ..................................................................................................................................................................16 To specify load cases and combinations ................................................................................................................................... 18 To split beam group at staircase ...................................................................................................................................................19 To perform the beam design .......................................................................................................................................................... 20 To generate beam schedules and drawings .............................................................................................................................22 To generate beam design calculations ....................................................................................................................................... 25 To save the project and exit ............................................................................................................................................................26

Chapter 4: Column and Wall Design ..........................................................................................27 4.1 4.2 4.3 4.4 4.5 4.6

To start the column design ..............................................................................................................................................................27 To import load cases and combinations ....................................................................................................................................29 To perform the column design ...................................................................................................................................................... 30 To generate column schedules and drawings .........................................................................................................................32 To generate column design calculations ................................................................................................................................... 36 To save the project and exit ............................................................................................................................................................36

Appendix A: Tutorial STAAD Input File ......................................................................................37

STAAD Advanced Concrete Design

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Tutorial

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Getting Started STAAD Advanced Concrete Design is performed using the STAAD RCDC application, which is installed separately from STAAD.Pro. This program can be launched from the STAAD.Pro Building Designer mode or as a standalone application. STAAD RCDC is a highly automated design tool for concrete building structures. This tutorial guides you through the process of designing the elements in a concrete building. It will also indicate where to change the design settings to customize design and detailing to meet the requirements of your project or organization.

1.1 Tutorial File This tutorial uses example files that are installed with STAAD.Pro V8i. However, you will be making changes to this example file so you may wish to make a backup copy to preserve the example as installed with STAAD.Pro. A copy of the original input file is also included as Appendix A (on page 37) of this tutorial.

1.2 Starting in STAAD.Pro This example includes a fully modeled concrete structure, including loads. The modeling and application of loads per a building code specification are outside the scope of this tutorial. Refer to the STAAD.Prohelp contents for additional information. Note: STAAD Building Planner requires an additional license. You can activate this license in the Start Page License Configuration panel.

Using STAAD RCDC as a Standalone Application You can also use STAAD RCDC as a standalone application for concrete design. You will still need to have a analytical model created in STAAD.Pro for the basis of the physical model as well as for analytical results. Design and detailing of foundation elements such as footings and pilecaps must be performed by starting STAAD RCDC as a standalone application and creating a project associted with an analytical model.


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Getting Started To open the model and generate analysis

1.3 To open the model and generate analysis Tip: It is recommended that you first make a backup copy of all files with the name Sample1 in the \STAAD\Examp\Building Planner\ folder. 1. Open the STAAD input file \STAAD\Examp\Building Planner\Sample1.std. Note: This can be found in the STAAD.Pro installation folder, which is typically C:\SPro V8i\. Tip: If you have a CONNECTED Project you want to associate with this input file, you can do so. This is not necessary, though, for this tutorial. 2. (Optional) On the Setup | Job page, add job information: type Tutorial in the Job field type your organization's name in the Client field type your initials in the Engineer field 3. Either: select Analyze > Run Analysis or press The analysis is performed. 4. Select the Stay in Modeling Mode option and click Done. 5. Either: select the Building Planner tab in the mode bar or select Mode > Building Planner 6. Select the Frame | Design page. Optionally you could model a complete building using the tools included in the Building Planner. But the single floor in this example are all that is necessary for this tutorial.


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Getting Started To create a building model from floor plan

1.4 To create a building model from floor plan In order to demonstrate column design in STAAD RCDC, you will use the Building Planner model rapidly model a building from a single floor plan. 1. Select the Frame | Geometry page. 2. Click Edit in the Level Details dialog. The Level Information dialog opens 3. Type 6 (m) in the Height cell for row No 0-1 and press . 4. Click Add Level and then click Yes in the confirmation dialog. A new row is added representing a new level. 5. Select Plan1 from the Plan drop-down list for the second level. Leave the default heights and other values for this level. 6. Click OK. 7. In the Level Details dialog, click Generate Model and then click Yes to confirm you want to update the STAAD input model.. The Space Frame File Generation dialog opens.


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Getting Started To add a shear wall

8. Click Generate. For this tutorial, you will use the default settings, load settings, and building type. Refer to the STAAD.Pro User Interface help for details on these settings. The new input file is generated and opened. 9. Either: select Analyze > Run Analysis or press The analysis is performed. 10. Select the Stay in Modeling Mode option and click Done.

1.5 To add a shear wall To add a shear wall along one side of the elevators, do the following. For the purpose of this tutorial, you will only add a single shear wall. In a typical building, other shear walls would be present. 1. In the Building Planner mode, select the Frame | Shear Wall page. 2. In the Shear Wall Details dialog, click Edit. 3. Click on column C31 and then on C32.


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Getting Started To add a shear wall

The Define Shear Wall dialog opens.

4. Click OK. For this tutorial, use the default thickness. The shear wall is added on both levels using this plan by default. You have now finished all the necessary modifications to this example for this tutorial. The next sections cover the design and detailing of structural elements using STAAD RCDC.


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Slab Design This section of the tutorial demonstrates how to design and detail a slab, including openings and stairs. Slab continuity is based on edge conditions where are automatically determined by the program. You can manually change the end conditions of a slab. You can also change a slab to a cutout, raised slab, or depressed slab which also affect the edge conditions. Slab properties are imported from the analysis model where specified. The program will evaluate missing properties (e.g., slab thickness) during design when not specified.

2.1 To start the slab design Tip: When you import STAAD.Pro model data into STAAD RCDC, grids are automatically detected and assigned. You can manually edit both the exact locations of grids as well as grid labels in STAAD RCDC for drawing generation. 1. In the top-right dialog, select Level :1 from the drop-down list and then click Design Slab.

STAAD RCDC opens and the New Project dialog opens. 2. Enter the project data:


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Slab Design To start the slab design

a. Type Tutorial in the Project field. b. (Optional) Type Client and Engineer name. This information is used as the header for all reports. It will be automatically imported from the STAAD.Pro input file Job Information block if available. c. Select EN 02 - 2004 from the Design Code drop-down list. This tutorial uses the Eurocode. However, you can select any available code. Just note that some design settings and features may vary based on the code selection made here. The slab edges are automatically detected and continuity is established.

3. Either: select the Design Parameters tool or select Settings > Design Parameters


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Slab Design To start the slab design The Design Settings dialog opens.

4. In the Available Rebar list, clear the check mark by 25 (mm). This tutorial will limit the rebar size. Note: All other design settings are left as their defaults, but you can make many design and detailing changes here. 5. Click OK. 6. Either: select the Crack Width Setting tool or select Settings > Crack Width Settings The Crack Width Settings dialog opens.


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Slab Design To specify elevator openings

7. Select the Perform Check option in the Crack Width group. Note: Leave the Permissible Crack Width as the default value and leave the Perform Check option in the Initial Thermal Cracking group unchecked for this tutorial. 8. Click OK.

2.2 To specify elevator openings Since the analysis model does not contain openings in the slab, you can add those in STAAD RCDC. Note: STAAD RCDC can design and detail concrete stairs with the slab. Do not create an opening for the stairs if you plan to use this feature. Refer to the STAAD RCDC help topic Slab > Staircase Section for details on this feature. 1. In the Design Data table, select row 19 (for Slab 18). The slab is highlighted in the Slab Layout view window. 2. Do either of the following: select True in the Is Cut Out cell for this row in the table or right-click on the slab in the view window and select True from the Is Cut Out drop-down in the pop-up menu


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Slab Design To perform the design

The slab is now marked as a cutout. 3. Select Modify > Re-evaluate Slab continuity. Note: This will change the continuity of surrounding slabs. If you do not perform this step, you will be prompted to automatically re-evaluate the continuity before performing an autodesign.

2.3 To perform the design Slabs in STAAD RCDC are designed for the Imposed Load and Live Load values input for each slab on the Design Data table. These values are imported (along with thickness, etc.) from the slab parameters specified in STAAD.Pro Building Planner mode. 1. Either: select the Autodesign tool or select Design > Autodesign. A message dialog opens confirming you want to proceed since the continuity must be reevaluated if you have not already done so. 2. If you did not previously reevaluate the continuity, click Yes. The Design Output page opens. A warning message opens stating that two of the slabs have failed the design checks. The same slab is marked with a red row number in the table. 3. Select the row for the first failed slab (row 13, S24) in the table and then either: select the Design tool or select Modify > Design


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Slab Design To generate construction and detail drawings or right-click and select Design from the pop-up menu The Design Slab dialog for this slab opens at the bottom of the program window. 4. Type 325 (mm) in the Thickness field in the Design Parameters group. 5. Select the Design tool in the Design Slab dialog. The slab now passes the design checks. 6. Select the Accept tool to update the design with the changes. 7. Repeat steps 3 through 6 for S17 (row 24) with a thickness of 200 (mm).

2.4 To generate construction and detail drawings 1. Generate a GA drawing for the slab: a. Select Reports > General Arrangement Plan. The GA Drawing view window opens. b. Click the Save tool in the view window. c. Type Sample_Slab_GA.dxf and click Save to save the GA drawing as a DXF file. 2. Generate a schedule: a. Either: select the Text Schedule tool or Select Reports > Text Schedule. A dialog opens to ask if you want to group similar slabs. b. Click Yes. The Text Schedule view window opens. c. Click the Save tool in the view window. d. Type Sample_Slab_Sched.dxf and click Save to save the schedule as a DXF file. 3. Generate the reinforcement layout drawings: a. Either: select the In-Plan Detailing tool or Select Reports > In-Plan Detailing. The Top Reinforcement and Bottom Reinforcement drawings open. b. Click the Save tool in the view window. c. Type Sample_Slab_TopReinfPlan.dxf and click Save to save the schedule as a DXF file. d. Repeat steps 4b and 4c to save the bottom reinforcement plan as Sample_Slab_BotReinfPlan.dxf. 4. Generate a bill of quantities: a. Either: select the Bill of Quantities tool or


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Slab Design To generate design calculation reports Select Reports > Bill of Quantities. The Bill Of Quantities dialog opens.

b. Select the BOQ Summary option. c. Select € - Euro from the Currency drop-down list. d. Type 90 (€/m3) for Grade C20/25 concrete and 4 (€/kg) for Grade Fy420 steel. Type 8 (€/m2) for the Shuttering value. e. Click OK. The BOQ Summary opens. f. Either: click the Print tool to print out a copy of this report or click the Save tool to save an HTML copy of this report

2.5 To generate design calculation reports 1. Either: select the Design Summary tool or select Reports > Design Summary The Slab Design Summary opens. 2. Either:


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Slab Design To save the project and exit select the Design Calculations tool or select Reports > Design Calculations The Select Slabs dialog opens. 3. Check the boxes for S1 and S12. For this tutorial you will only output the detailed design for two slabs. You can check the All Slabs option to include the full design report. 4. Click OK. The Slab Design opens. 5. Either: click the Print tool to print out a copy of this report or click the Save tool to save an HTML copy of this report

2.6 To save the project and exit 1. Either: select the Save tool (on the main program toolbar) or select File > Save The Save As dialog opens. 2. Type Sample1_Slab_tutorial.rcdx in the filename and click Save. 3. Select File > Exit. STAAD RCDC closes and you are returned to STAAD.Pro.

2.7 STAAD RCDC Settings Files When you save your project in STAAD RCDC, in addition to the project file (.rcdx) a project settings file is also created (.rcps). You can select File > Import Project Settings to open the project settings for a previous project once you have established project or office standards you want to re-use.


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Beam Design This section of the tutorial demonstrates how to design and detail continuous concrete beams. STAAD RCDC will automatically look for continuous beam members in the STAAD model and group these as a single physical beam. This way if you have a beam which continuous through columns or one which was subdivided into STAAD.Pro to facilitate support of a transverse member, it will be designed as a single beam entity in STAAD RCDC. In this example, you will use most of the default values for all designs.

3.1 To start the beam design In STAAD.Pro, ensure you are on the Frame | Design page in the Building Planner mode. Tip: When you import STAAD.Pro model data into STAAD RCDC, grids are automatically detected and assigned. You can manually edit both the exact locations of grids as well as grid labels in STAAD RCDC for drawing generation. 1. In the top-right dialog, check the Level :1 option and then click Design Beams.

STAAD RCDC opens and the New Project dialog opens. 2. Enter the project data and select the design code:


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Beam Design To start the beam design

a. Type Tutorial in the Project field. b. (Optional) Type Client and Engineer name. This information is used as the header for all reports. It will be automatically imported from the STAAD.Pro input file Job Information block if available. c. Select EN 02 - 2004 from the Design Code drop-down list. This tutorial uses the Eurocode. However, you can select any available code. Just note that some design settings and features may vary based on the code selection made here. The beam continuity is automatically detected as the analytical model data is read. 3. Either: select the General and Reinforcement Settings tool or select Settings > General and Reinforcement Settings The General and Reinforcement Settings dialog opens.


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Beam Design To specify load cases and combinations

4. In the Rebar list, clear the check mark by both 32 (mm) and 40 (mm). The initial design will be evaluated using smaller size bars where possible. Note: All other design settings are left as their defaults, but you can make many design and detailing changes here. 5. Click OK. Note: There are numerous other detailing and drawing settings in STAAD RCDC that allow you to customize the concrete detailing for your client or organization’s needs. For details on these options, refer to the STAAD RCDC help by pressing or selecting Help > Contents.

3.2 To specify load cases and combinations 1. Select Settings > Basic Load Cases The Basic Load Cases dialog opens.


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Beam Design To split beam group at staircase 2. (Optional) If the Load Type selection is not already specified for each load case, select it from the drop-down list: LOAD 9: DEAD LOAD

Dead Load

LOAD 10: LIVE LOAD

Live Load

3. (Optional) If both loads are not already added to the Primary Load Cases list, click the [+] button when a load case is selected in the Analysis Load Cases list to add it. Note: You can import previously saved load cases and combinations to use by clicking the Import Load Cases & Combinations button and selecting an .ldsx file. Refer to the following steps on how to create a load settings file. 4. Click OK. The Load Combinations dialog opens. 5. Click Add From Analysis. The load combination from the analysis file is added for strength design checks. 6. Add the load combination for use in evaluating crack width: a. Select the Crack Width tab. b. Click Add From Template > For Regular Structure. A service level load combination is added from the STAAD RCDC load combinations template. Note: Typically, a different (service level) load combination is used for evaluating crack widths. If you already have appropriate service load combinations in your analytical model, you can add those instead and select them for use here. c. Check the options for Crack Width and Stress Limit in the load load combination in the table. 7. Export the load cases and combinations for later use: a. Click Export Load Cases & Combinations. The Save As dialog opens. b. Type Sample1_Loads and click Save. 8. Click OK.

3.3 To split beam group at staircase 1. Select the Design Input | Beam Continuum tab. 2. Select the third beam group in the chart. Note: The beams on grid line 6 are highlighted in the Layout view. 3. Right-click on the blue box labeled C17 (column 17) and select Split Group from the pop-up menu. The beam group is split into two physical members at this location. 4. Select the Design Input | Design Grouping tab. 5. Select G19 in the table or click on the newly created beam group in the Layout view. 6. Type -900 in the Top field for both beam segments in G19 (B14 and B15). This represents a top of beam elevation of 0.9m below the floor elevation.


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Beam Design To perform the beam design

3.4 To perform the beam design 1. Either: select the Autodesign tool or select Design > Autodesign. An exceptions dialog opens indicating that two beams have failed the design checks. 2. Click OK. 3. Either: select the Failure Diagnostics tool or select Reports > Failure Diagnostics The Failure Diagnostics tab opens. The table indicates that many beams are failing due detailing checks. 4. Evaluate some options for beam group 2: a. Select any of the beam segments in G2 in the Design Output table. The beam segments in this group are marked with a red tag to indicate the group failed one or more checks.

b. Either: select the Design tool or


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Beam Design To perform the beam design select Modify > Design The Redsign Grp dialog opens at the bottom of the program window.

c. Type 3 in the Bar Layers at Top field. d. Select the Redesign tool in the Redesign Grp dialog. The beam now passes design and crack width checks. e. Select the Accept tool. The Design Output table now shows green for the G2 beam indicating it passes. 5. Repeat step 4 to redesign G7 with 3 layers of top bars as well. Optionally, you can use the UnLock tool to unlock the current design and then change the initial settings to use larger reinforcement sizes. 6. Review the detailing on the demand and capacity curve for a beam: a. Select beam group G1 and either: select the Detail tool or select Modify > Detail or right-click and select Detail from the pop-up menu The Redtail dialog opens at the bottom of the program window.

b. Click-and-drag your mouse cursor over the beam subdivisions starting at 0.75L of the first beam span in G1. c. Right-click and select detail from the pop-up menu.

The Top Steel pop-up dialog opens. d. Delete the N1 value for layer 4 and then select the empty value for D1 for the same layer.


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Beam Design To generate beam schedules and drawings

This will remove the fourth layer of bars from the top steel in this segment, creating a new reinforcement detail for the selected segment. e.

Click OK. The section of the capacity curve for the top steel updates to reflect the detailing change.

f. Click Cancel. Tip: You can use select the beam segments or entire reinforcement zones by their labels just below the diagram. You can copy and paste reinforcement details between zones or selections. 7. (Optional) Check for any resized beams during design by selecting Reports > Beam Size Changed. A report including any resized beams during design opens. For this example, none of the beams were resized.

3.5 To generate beam schedules and drawings 1. Generate a text schedule of beam reinforcement: a. Either: select the Text Schedule tool or Select Reports > Text Schedule. The Schedule Type dialog opens. b. Select the Type 1 option. c. Select the Group Beams option. d. Click OK. The Text Schedule view window opens. e. Click the Save tool in the view window. f. Type Tutorial_Beam_Sched.dxf and click Save to save the schedule as a DXF file. 2. Generate an elevation for any beam group: a. In the Design Output table, right-click on any beam group and select Quick Elevation from the pop-up window.


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Beam Design To generate beam schedules and drawings The elevation drawing for this beam group opens in the lower section of the program window. b. (Optional) Select the Save tool in the Elevation view to save this view as a DXF file. c. Select the Cancel tool to close the elevation view 3. Generate the elevation and sections for a beam group: a. Either: select the Elevation and Section tool or Select Reports > Elevation and Section. The Select Beams dialog opens. b. Select group 1.B1-B2-B3-B4 in the beams list. c. Select the following Draw options: Elevation Mark Anchorage Cross section Show Section Mark Tip: You can modify the drawing and detailing options by clicking the Detailing & Drawing Settings button (also by selecting Settings > Detailing & Drawing Settings before using this tool). You can also customize rebar mark styles from this dialog. d. Click OK. The Elevation for the selected beam group opens. e. Click the Save tool in the view window. f. Type Tutorial_Beam_Sched.dxf and click Save to save the schedule as a DXF file. 4. Generate a bill of quantities: a. Either: select the Bill of Quantities tool or Select Reports > Bill of Quantities. The Bill Of Quantities dialog opens.


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Beam Design To generate beam schedules and drawings

b. Select the BOQ Summary and Reinforcement Type Wise options. c. Select € - Euro from the Currency drop-down list. d. Type 90 (€/m3) for Grade C20/25 concrete and 4 (€/kg) for Grade Fy420 steel. Type 8 (€/m2) for the Shuttering value. e. Click OK. The BOQ Summary and BOQ Detailed - Reinf Type Wise tabs open. f. Either: click the Print tool to print out a copy of this report or click the Save tool to save an HTML copy of this report 5. Generate bar bending schedule: a. Select BBS > Generate BBS. The Generate BBS dialog opens.


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Beam Design To generate beam design calculations

b. Select 1.B1-B2-B3-B4 and 2. B5-B6-B7-B8-B9 in the list of beam groups. c. Select the Continuous option in the Rebar Numbering group. d. Select both the Drawing and Spreadsheet options in the Schedule Format group. e. Click inside the file path field, type Tutorial_Beam_BBS in the Save As dialog that opens, and then click Save. f. Click Generate. The BBS opens containing a text schedule of the bar bending schedule. If you have Microsoft® Office Excel® installed (or another spreadsheet program cable of opening .xslx format spreadsheet files), the spreadsheet of the bar bending schedule opens. g. Close your spreadsheet application. h. Click the Save tool in the view window. i. Type Tutorial_Beam_BBS.dxf and click Save to save the schedule as a DXF file.

3.6 To generate beam design calculations 1. Either: select the Design Summary tool or select Reports > Design Summary The Design Summary opens. 2. Either: select the Design Calculations tool or select Reports > Design Calculations


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Beam Design To save the project and exit The Select Beams opens. 3. Select 1.B1-B2-B3-B4 and 2. B5-B6-B7-B8-B9 in the list of beam groups. For this tutorial you will only output the detailed design for two beam groups. You can check the All Beams option to include the full design report. 4. Click OK. 5. Either: click the Print tool to print out a copy of this report or click the Save tool to save an HTML copy of this report

3.7 To save the project and exit 1. Either: select the Save tool (on the main program toolbar) or select File > Save The Save As dialog opens. 2. Type Sample1_Beam_tutorial.rcdx in the filename and click Save. 3. Select File > Exit. STAAD RCDC closes and you are returned to STAAD.Pro.


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Column and Wall Design This section of the tutorial demonstrates how to design and detail continuous concrete columns. STAAD RCDC will make continuous physical columns out of collinear analytical columns modeled in the Building Planner mode in STAAD.Pro.

4.1 To start the column design In STAAD.Pro, ensure you are on the Frame | Design page in the Building Planner mode. Tip: When you import STAAD.Pro model data into STAAD RCDC, grids are automatically detected and assigned. You can manually edit both the exact locations of grids as well as grid labels in STAAD RCDC for drawing generation. 1. In the top-right dialog, click Design Columns.

STAAD RCDC opens and the New Project dialog opens. 2. Enter the project data:


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Column and Wall Design To start the column design

a. Type Tutorial in the Project field. b. (Optional) Type Client and Engineer name. This information is used as the header for all reports. It will be automatically imported from the STAAD.Pro input file Job Information block if available. c. Select EN 02 - 2004 from the Design Code drop-down list. This tutorial uses the Eurocode. However, you can select any available code. Just note that some design settings and features may vary based on the code selection made here. The column continuity is automatically detected as the analytical model data is read. 3. Either: select the Reinforcement Settings tool or select Settings > Reinforcement Settings The Reinforcement Settings dialog opens.


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Column and Wall Design To import load cases and combinations

4. In the Rebar list, clear the check mark by both 32 (mm) and 40 (mm). The initial design will be evaluated using smaller size bars where possible. 5. Click OK. Note: There are numerous other detailing and drawing settings in STAAD RCDC that allow you to customize the concrete detailing for your client or organization’s needs. For details on these options, refer to the STAAD RCDC help by pressing or selecting Help > Contents.

4.2 To import load cases and combinations In this procedure, you will import the load settings file you saved when designing the beams (on page 18). 1. Select Settings > Basic Load Cases. The Basic Load Cases dialog opens. 2. Click Import Load Cases & Combinations. The Open dialog opens. 3. Select the file Sample1_Loads.ldsx and then click Open. If you saved this file under a different name or in a different location, locate and select the file you created in the previous section. The previously selected load cases are added to the Primary Load Cases list.


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Column and Wall Design To perform the column design 4. Click OK. The Load Combinations dialog opens. The previously selected load combinations from the analysis model are also already added. 5. Click OK.

4.3 To perform the column design 1. Either: select the Autodesign tool or select Design > Autodesign. The Failed Columns Dialog dialog opens indicating that two columns have failed the design checks. 2. Click OK. 3. Either: select the Failure Diagnostics tool or select Reports > Failure Diagnostics The Failure Diagnostics tab opens. The table indicates that the two beams have failed a detailing check. 4. Evaluate some options for column 12: a. Select the row for column C12 from 6m TO 12m in the column design table. This column is marked with a red tag to indicate it failed one or more checks. b. Either: select the Redesign Section tool or select Modify > Redesign Section or right-click on the column row and select Redesign Section from the pop-up menu The Redsign Column dialog opens at the bottom of the program window.


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Column and Wall Design To perform the column design

c. In the Dia list, select 20 (mm) and then in the Bars list select 3#. This will place 20mm bars in groups of three in the section. d. Click on any of the corner bars in the cross section. The color-coded size of the grouped bars are added to each corner. e. Repeat steps 4c and 4d to add single (1#) 20mm bars along the faces.

Note: Once you select number of bars, you only need to click twice in the section to update all the face bars. f. Select the Redesign tool in the Redesign Grp dialog. The column now passes design and detailing checks. g. Select the Accept tool. Tip: Right-clicking on a wall and selecting Redesign Section allows you to graphically detail a wall section in the same manner. Try this with W1 in the Column Design table as an extra excercise. The Design Output table now shows green for the G1 beam indicating it passes. 5. Repeat step 4 to redesign the other failing column (C23). 6. Right-click on the second level column 12 (C12: 6m TO 12m) and select Interaction Surface from the popup menu. The Interaction Surface dialog opens.


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Column and Wall Design To generate column schedules and drawings

7. Review the interaction surface: Options

Description

To display the interaction at critical points for a load combination

select that combination from the table

To view the interaction at any point along the column height

drag the slider to a specific load value

To control the view of the interaction surface

use the view controls at the top of the interaction surface view window

8. Click the X in top-right to close the Interaction Surface window.

4.4 To generate column schedules and drawings 1. Generate a text schedule of column reinforcement: a. Either: select the Text Schedule tool or Select Reports > Text Schedule > Type 1 (Ductile) Section. The Text Schedule view window opens. b. Click the Save tool in the view window.


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Column and Wall Design To generate column schedules and drawings c. Type Tutorial_Column_Sched.dxf and click Save to save the schedule as a DXF file. 2. Generate detail drawings of columns: a. Either: select the Detailed Drawing tool or Select Reports > Detailed Drawing. The Select Columns dialog opens. b. Select 0m to 12m for the range of heights. c. Select C1 and W1 in the columns list. d. Click OK. The Detailed Drawing opens with the Column and Wall Schedule.

e. Click the Save tool in the view window. f. Type Tutorial_Col_Detail.dxf and click Save to save the schedule as a DXF file. 3. Generate the elevation and sections for a column: a. Select Reports > Elevation. The Select Columns dialog opens. b. Select C1 and W1 in the columns list. Tip: You can modify the drawing and detailing options by clicking the Detailing & Drawing Settings button (also by selecting Settings > Detailing & Drawing Settings before using this tool). You can also customize rebar mark styles from this dialog. c. Click OK. The elevation for the selected column and wall opens. This drawing contains section cuts at each reinforcement arrangement.


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d. Click the Save tool in the view window. e. Type Tutorial_Col_Elev.dxf and click Save to save the schedule as a DXF file. 4. Generate a bill of quantities: a. Either: select the Bill of Quantities tool or Select Reports > Bill of Quantities. The Bill Of Quantities dialog opens.


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b. Select the BOQ Summary and Reinforcement Type Wise options. c. Select € - Euro from the Currency drop-down list. d. Type 90 (€/m3) for Grade C20/25 concrete and 4 (€/kg) for Grade Fy420 steel. Type 8 (€/m2) for the Shuttering value. e. Click OK. The BOQ Summary and BOQ Detailed - Reinf Type Wise tabs open. f. Either: click the Print tool to print out a copy of this report or click the Save tool to save an HTML copy of this report 5. Generate bar bending schedule: a. Select BBS > Generate BBS. The Generate BBS dialog opens. b. Select C1 and W1 in the list of columns groups. c. Select the Continuous option in the Rebar Numbering group. d. Select both the Drawing and Spreadsheet options in the Schedule Format group. e. Click inside the file path field, type Sample1_Col_BBS in the Save As dialog that opens, and then click Save. f. Click Generate. The BBS opens containing a text schedule of the bar bending schedule. If you have Microsoft® Office Excel® installed (or another spreadsheet program cable of opening .xslx format spreadsheet files), the spreadsheet of the bar bending schedule opens. g. Close your spreadsheet application. h. Click the Save tool in the view window. i. Type Tutorial_Col_BBS.dxf and click Save to save the schedule as a DXF file.


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Tutorial

Column and Wall Design To generate column design calculations

4.5 To generate column design calculations 1. Either: select the Design Summary tool or select Reports > Design Summary The Design Summary opens. 2. Either: select the Design Calculations tool or select Reports > Design Calculations The Select Columns dialog opens. 3. Select columns C1 and W1 in the columns list. For this tutorial you will only output the detailed design for one column and one wall. You can check the All Columns option to include the full design report. Or, if you only need the calculations for one level of a column or wall, you can expand that entry and select the level of interest. 4. Click OK. 5. Either: click the Print tool to print out a copy of this report or click the Save tool to save an HTML copy of this report

4.6 To save the project and exit 1. Either: select the Save tool (on the main program toolbar) or select File > Save The Save As dialog opens. 2. Type Sample1_Col_tutorial.rcdx in the filename and click Save. 3. Select File > Exit. STAAD RCDC closes and you are returned to STAAD.Pro.


36

Tutorial

A

Tutorial STAAD Input File The following input file for STAAD.Pro is included with the installation of that product. It is included here as well. STAAD SPACE ...\New folder\\STAADXXXBuilding.std ** FILE CREATED ON : (18-06-2015, 09:28:32 AM) ** FILE IS GENERATED USING Building Planner ** Building Planner FILE : C:\Users\Antara.Chakraborti\Desktop\New folder\Sample1.plnx START JOB INFORMATION JOB NAME a JOB CLIENT a ENGINEER NAME a END JOB INFORMATION UNIT METERS MTONS JOINT COORDINATES 1 0.0000 0.0000 -32.6100 2 8.0000 0.0000 -32.6100 3 16.0000 0.0000 -32.6100 4 24.0000 0.0000 -32.6100 5 32.0000 0.0000 -32.6100 6 0.0000 0.0000 -26.9000 7 8.0000 0.0000 -26.9000 8 16.0000 0.0000 -26.9000 9 24.0000 0.0000 -26.9000 10 32.0000 0.0000 -26.9000 11 33.8700 0.0000 -26.9000 12 46.0800 0.0000 -21.7400 13 0.0000 0.0000 -18.0000 14 8.0000 0.0000 -18.0000 15 16.0000 0.0000 -18.0000 16 24.0000 0.0000 -18.0000 17 32.0000 0.0000 -18.0000 18 34.3600 0.0000 -18.0000 19 36.7900 0.0000 -18.0000 20 32.0000 0.0000 -14.7500 21 34.3600 0.0000 -14.7500 22 37.8500 0.0000 -14.7500 23 49.0600 0.0000 -13.2500 24 0.0000 0.0000 -8.9500 25 8.0000 0.0000 -8.9500 26 16.0000 0.0000 -8.9500 27 24.0000 0.0000 -8.9500 28 32.0000 0.0000 -8.9500 29 37.8300 0.0000 -8.9500 30 39.7500 0.0000 -8.9500 31 32.0000 0.0000 -6.4600 32 37.8300 0.0000 -6.4600 33 0.0000 0.0000 0.0000


37

Tutorial

Tutorial STAAD Input File 34 8.0000 35 16.0000 36 24.0000 37 32.0000 38 37.8300 39 42.6800 40 0.0000 41 8.0000 42 16.0000 43 24.0000 44 32.0000 45 0.0000 46 8.0000 47 16.0000 48 24.0000 49 32.0000 50 33.8700 51 46.0800 52 0.0000 53 8.0000 54 16.0000 55 24.0000 56 32.0000 57 34.3600 58 36.7900 59 32.0000 60 34.3600 61 37.8500 62 49.0600 63 0.0000 64 8.0000 65 16.0000 66 24.0000 67 32.0000 68 37.8300 69 39.7500 70 32.0000 71 37.8300 72 0.0000 73 8.0000 74 16.0000 75 24.0000 76 32.0000 77 37.8300 78 42.6800 MEMBER INCIDENCES *Columns at Level 1 1 1 40 2 2 41 3 3 42 4 4 43 5 5 44 6 6 45 7 7 46 8 8 47 9 9 48 10 10 49 11 11 50

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000


0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -32.6100 -32.6100 -32.6100 -32.6100 -32.6100 -26.9000 -26.9000 -26.9000 -26.9000 -26.9000 -26.9000 -21.7400 -18.0000 -18.0000 -18.0000 -18.0000 -18.0000 -18.0000 -18.0000 -14.7500 -14.7500 -14.7500 -13.2500 -8.9500 -8.9500 -8.9500 -8.9500 -8.9500 -8.9500 -8.9500 -6.4600 -6.4600 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

38

Tutorial

Tutorial STAAD Input File 12 12 51 13 13 52 14 14 53 15 15 54 16 16 55 17 17 56 18 18 57 19 19 58 20 20 59 21 21 60 22 22 61 23 23 62 24 24 63 25 25 64 26 26 65 27 27 66 28 28 67 29 29 68 30 30 69 31 31 70 32 32 71 33 33 72 34 34 73 35 35 74 36 36 75 37 37 76 38 38 77 39 39 78 *Beams at Level 1 40 40 41 41 41 42 42 42 43 43 43 44 44 45 46 45 46 47 46 47 48 47 48 49 48 49 50 49 52 53 50 53 54 51 54 55 52 55 56 53 56 57 54 57 58 55 59 60 56 60 61 57 63 64 58 64 65 59 65 66 60 66 67 61 67 68 62 68 69 63 70 71 64 72 73 65 73 74 66 74 75 67 75 76 68 76 77


39

Tutorial

Tutorial STAAD Input File 69 77 78 70 72 63 71 63 52 72 52 45 73 45 40 74 73 64 75 64 53 76 53 46 77 46 41 78 74 65 79 65 54 80 54 47 81 47 42 82 75 66 83 66 55 84 55 48 85 48 43 86 76 70 87 70 67 88 67 59 89 59 56 90 56 49 91 49 44 92 60 57 93 77 71 94 71 68 95 58 51 96 69 62 97 58 61 98 44 50 99 69 78 100 61 69 101 50 58 102 51 62 DEFINE MATERIAL START ISOTROPIC M20 E 2236067.97749979 POISSON 0.17 DENSITY 2.5 ALPHA 1e-005 DAMP 0.05 END DEFINE MATERIAL MEMBER PROPERTIES *Columns 1 TO 39 PRIS YD 0.5 ZD 0.5 *Beams 40 TO 102 PRIS YD 0.75 ZD 0.23 MEMBER RELEASE CONSTANTS MATERIAL M20 MEMB 1 TO 39 MATERIAL M20 MEMB 40 TO 102 *Columns Beta Angle BETA 270 MEM 1 TO 39 *All Beam Beta Angle=0 BETA 0 MEM 40 TO 102 SUPPORTS


40

Tutorial

Tutorial STAAD Input File 1 FIXED 2 FIXED 3 FIXED 4 FIXED 5 FIXED 6 FIXED 7 FIXED 8 FIXED 9 FIXED 10 FIXED 11 FIXED 12 FIXED 13 FIXED 14 FIXED 15 FIXED 16 FIXED 17 FIXED 18 FIXED 19 FIXED 20 FIXED 21 FIXED 22 FIXED 23 FIXED 24 FIXED 25 FIXED 26 FIXED 27 FIXED 28 FIXED 29 FIXED 30 FIXED 31 FIXED 32 FIXED 33 FIXED 34 FIXED 35 FIXED 36 FIXED 37 FIXED 38 FIXED 39 FIXED LOAD 9 LOADTYPE Dead TITLE DEAD LOAD SELFWEIGHT Y -1 JOINT LOAD 51 FY -8.15622E-14 MX -4.841474E-21 MZ -1.202599E-20 57 FY -3.23908E-07 MX 3.250881E-30 MZ -2.654633E-14 62 FY -1.06989E-13 MX 1.604572E-20 MZ -5.632066E-21 69 FY -5.36661E-15 MX 1.305736E-38 MZ -1.06625E-22 78 FY -2.300696E-14 MX 2.239106E-37 MZ -1.828429E-21 MEMBER LOAD 40 UNI Y -0.77875 40 TRAP Y -1.642 0 5.145 7.999 40 UNI Y -1.642 2.855 5.144 40 TRAP Y 0 -1.642 0 2.855 41 UNI Y -0.77875 41 TRAP Y -1.642 0 5.145 7.999 41 UNI Y -1.642 2.855 5.144 41 TRAP Y 0 -1.642 0 2.855 42 UNI Y -0.77875 42 TRAP Y -1.642 0 5.145 7.999


41

Tutorial

Tutorial STAAD Input File 42 42 43 43 43 43 44 44 44 44 44 44 45 45 45 45 45 45 46 46 46 46 46 46 47 47 47 47 47 47 48 48 48 48 48 49 49 49 49 49 50 50 50 50 50 51 51 51 51 51 52 52 52 52 52 53 53 53

UNI TRAP UNI TRAP UNI TRAP UNI TRAP UNI TRAP TRAP TRAP UNI TRAP UNI TRAP TRAP TRAP UNI TRAP UNI TRAP TRAP TRAP UNI TRAP UNI TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP

Y

Y

Y

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-1.642 2.855 5.144 0 -1.642 0 2.855 -0.77875 -1.642 0 5.145 7.999 -1.642 2.855 5.144 0 -1.642 0 2.855 -0.39175 -1.642 0 5.145 7.999 -1.642 2.855 5.144 0 -1.642 0 2.855 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 -1.642 0 5.145 7.999 -1.642 2.855 5.144 0 -1.642 0 2.855 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 -1.642 0 5.145 7.999 -1.642 2.855 5.144 0 -1.642 0 2.855 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 -1.642 0 5.145 7.999 -1.642 2.855 5.144 0 -1.642 0 2.855 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 0 -0.761 0 0.875 -0.761 0 0.876 1.869 -2.805 0 0.961 1.869 0 -2.805 0 0.961 -0.39175 0 -2.8 0 4 -2.8 0 4 7.999 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 0 -2.8 0 4 -2.8 0 4 7.999 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 0 -2.8 0 4 -2.8 0 4 7.999 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 0 -2.8 0 4 -2.8 0 4 7.999 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 0 -2.09 0 2.22 -2.09 -1.976 2.22 2.359


42

Tutorial


TRAP TRAP UNI TRAP TRAP TRAP UNI TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI UNI TRAP TRAP UNI TRAP TRAP TRAP UNI TRAP TRAP UNI UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP

Y Y

Y

Y Y Y

Y

Y Y Y

Y

Y Y Y Y

Y

Y Y Y Y

Y

Y Y Y Y

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Y Y Y Y

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0 -0.472 0 1.179 -0.472 0 1.18 2.359 -0.39175 -1.976 0 0 2.429 -0.689 0 1.307 2.429 0 -0.689 0 1.307 -0.39175 0 -0.472 0 1.179 -0.472 0 1.18 2.359 0 -1.302 0 2.359 -0.39175 0 -0.611 0 1.604 -0.611 0 1.605 3.489 -1.745 0 0.803 3.489 -1.302 -1.745 0 0.802 -0.39175 0 -2.8 0 4 -2.8 0 4 7.999 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 0 -2.8 0 4 -2.8 0 4 7.999 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 0 -2.8 0 4 -2.8 0 4 7.999 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 0 -2.8 0 4 -2.8 0 4 7.999 0 -2.8 0 4 -2.8 0 4 7.999 -0.39175 -0.56 0 5.829 0 -1.59 0 3.575 -1.59 -0.731 3.576 5.829 -0.39175 -2.816 0 0.988 1.919 0 -2.816 0 0.987 -0.731 0 0 1.919 -0.39175 0 -1.676 0 2.914 -1.676 0 2.915 5.829 -0.56 0 5.829 -0.77875 0 -2.8 0 4 -2.8 0 4 7.999 -0.77875 0 -2.8 0 4 -2.8 0 4 7.999 -0.77875 0 -2.8 0 4 -2.8 0 4 7.999 -0.77875 0 -2.8 0 4


43

Tutorial


TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP UNI TRAP UNI TRAP UNI TRAP UNI TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP UNI

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Y Y

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-2.8 0 4 7.999 -0.77875 0 -1.676 0 2.914 -1.676 0 2.915 5.829 -0.77875 0 -2.106 0 2.248 -2.106 0 2.248 4.849 -0.77875 0 -2.8 0 4 -2.8 4 4.949 -2.8 0 4.95 8.949 -0.77875 0 -2.8 0 4 -2.8 4 5.049 -2.8 0 5.05 9.049 -0.77875 0 -2.8 0 4 -2.8 4 4.899 -2.8 0 4.9 8.899 -0.77875 -1.642 0 2.855 5.709 0 -1.642 0 2.855 -0.39175 0 -2.8 0 4 -2.8 4 4.949 -2.8 0 4.95 8.949 0 -2.8 0 4 -2.8 4 4.949 -2.8 0 4.95 8.949 -0.39175 0 -2.8 0 4 -2.8 4 5.049 -2.8 0 5.05 9.049 0 -2.8 0 4 -2.8 4 5.049 -2.8 0 5.05 9.049 -0.39175 0 -2.8 0 4 -2.8 4 4.899 -2.8 0 4.9 8.899 0 -2.8 0 4 -2.8 4 4.899 -2.8 0 4.9 8.899 -0.39175 -1.642 0 2.855 5.709 0 -1.642 0 2.855 -1.642 0 2.855 5.709 0 -1.642 0 2.855 -0.39175 0 -2.8 0 4 -2.8 4 4.949 -2.8 0 4.95 8.949 0 -2.8 0 4 -2.8 4 4.949 -2.8 0 4.95 8.949 -0.39175 0 -2.8 0 4 -2.8 4 5.049


44

Tutorial


TRAP TRAP UNI TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP UNI TRAP TRAP UNI TRAP UNI TRAP UNI TRAP UNI TRAP TRAP TRAP UNI

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Y Y Y

-2.8 0 5.05 9.049 0 -2.8 0 4 -2.8 4 5.049 -2.8 0 5.05 9.049 -0.39175 0 -2.8 0 4 -2.8 4 4.899 -2.8 0 4.9 8.899 0 -2.8 0 4 -2.8 4 4.899 -2.8 0 4.9 8.899 -0.39175 -1.642 0 2.855 5.709 0 -1.642 0 2.855 -1.642 0 2.855 5.709 0 -1.642 0 2.855 -0.39175 0 -2.8 0 4 -2.8 4 4.949 -2.8 0 4.95 8.949 0 -2.8 0 4 -2.8 4 4.949 -2.8 0 4.95 8.949 -0.39175 0 -2.8 0 4 -2.8 4 5.049 -2.8 0 5.05 9.049 0 -2.8 0 4 -2.8 4 5.049 -2.8 0 5.05 9.049 -0.39175 0 -2.8 0 4 -2.8 4 4.899 -2.8 0 4.9 8.899 0 -2.8 0 4 -2.8 4 4.899 -2.8 0 4.9 8.899 -0.39175 -1.642 0 2.855 5.709 0 -1.642 0 2.855 -1.642 0 2.855 5.709 0 -1.642 0 2.855 -0.39175 0 -2.8 0 4 -2.8 4 4.949 -2.8 -1.743 4.95 6.459 0 -1.676 0 2.914 -1.676 2.915 3.544 -1.676 0 3.545 6.459 -0.39175 -1.743 0 0 2.489 -0.39175 0 -2.8 0 4 -2.8 4 5.049 -2.8 -2.275 5.05 5.799 -1.968 0 2.844 5.799 0 -1.968 0 2.843 -0.39175


45

Tutorial

Tutorial STAAD Input File 89 TRAP Y -2.275 0 0 3.249 89 TRAP Y -0.472 0 2.07 3.249 89 UNI Y -0.472 1.18 2.069 89 TRAP Y 0 -0.472 0 1.179 90 UNI Y -0.39175 90 TRAP Y 0 -2.8 0 4 90 UNI Y -2.8 4 4.899 90 TRAP Y -2.8 0 4.9 8.899 90 TRAP Y -0.974 0 3.89 8.899 90 TRAP Y 0 -0.974 0 3.89 91 UNI Y -0.39175 91 TRAP Y -1.642 0 2.855 5.709 91 TRAP Y 0 -1.642 0 2.855 91 TRAP Y -0.249 0 1.952 5.709 91 TRAP Y 0 -0.249 0 1.951 92 UNI Y -0.39175 92 TRAP Y -0.472 0 2.07 3.249 92 UNI Y -0.472 1.18 2.069 92 TRAP Y 0 -0.472 0 1.179 92 TRAP Y -0.598 0 1.572 3.249 92 TRAP Y 0 -0.598 0 1.572 93 UNI Y -0.39175 93 TRAP Y 0 -1.676 0 2.914 93 UNI Y -1.676 2.915 3.544 93 TRAP Y -1.676 0 3.545 6.459 93 TRAP Y -0.989 -0.49 3.921 6.459 93 TRAP Y 0 -0.989 0 3.92 94 UNI Y -0.39175 94 TRAP Y -0.49 0 0 2.489 95 UNI Y -0.77875 95 TRAP Y 0 -3.711 0 4.842 95 TRAP Y -3.711 0 4.842 10.014 96 UNI Y -0.77875 96 TRAP Y -3.672 0 5.373 10.254 96 TRAP Y 0 -3.672 0 5.372 97 UNI Y -0.39175 97 TRAP Y -0.569 0 1.498 3.418 97 TRAP Y 0 -0.569 0 1.497 97 TRAP Y 0 -3.005 0 3.418 98 UNI Y -0.77875 98 TRAP Y -0.237 0 3.779 6.008 98 TRAP Y 0 -0.237 0 3.779 99 UNI Y -0.77875 99 TRAP Y -0.94 0 4.815 9.417 99 TRAP Y 0 -0.94 0 4.814 100 UNI Y -0.39175 100 TRAP Y -3.999 0 1.131 6.103 100 TRAP Y -3.005 -3.999 0 1.131 100 TRAP Y -1.87 0 2.629 6.103 100 TRAP Y 0 -1.87 0 2.629 101 UNI Y -0.77875 101 TRAP Y -0.926 0 4.8 9.366 101 TRAP Y 0 -0.926 0 4.8 102 UNI Y -0.77875 102 TRAP Y 0 -4.08 0 4.662 102 TRAP Y -4.08 0 4.663 8.997 LOAD 10 LOADTYPE Live TITLE LIVE LOAD JOINT LOAD


46

Tutorial

Tutorial STAAD Input File 51 FY -2.039E-14 MX -1.210336E-21 MZ -3.006417E-21 57 FY -1.177877E-07 MX 1.182168E-30 MZ -9.653456E-15 62 FY -2.67466E-14 MX 4.011332E-21 MZ -1.407982E-21 69 FY -1.951477E-15 MX 4.748088E-39 MZ -3.877237E-23 78 FY -8.366266E-15 MX 8.142299E-38 MZ -6.64891E-22 MEMBER LOAD 40 TRAP Y -0.571 0 5.145 7.999 40 UNI Y -0.571 2.855 5.144 40 TRAP Y 0 -0.571 0 2.855 41 TRAP Y -0.571 0 5.145 7.999 41 UNI Y -0.571 2.855 5.144 41 TRAP Y 0 -0.571 0 2.855 42 TRAP Y -0.571 0 5.145 7.999 42 UNI Y -0.571 2.855 5.144 42 TRAP Y 0 -0.571 0 2.855 43 TRAP Y -0.571 0 5.145 7.999 43 UNI Y -0.571 2.855 5.144 43 TRAP Y 0 -0.571 0 2.855 44 TRAP Y -0.571 0 5.145 7.999 44 UNI Y -0.571 2.855 5.144 44 TRAP Y 0 -0.571 0 2.855 44 TRAP Y 0 -0.8 0 4 44 TRAP Y -0.8 0 4 7.999 45 TRAP Y -0.571 0 5.145 7.999 45 UNI Y -0.571 2.855 5.144 45 TRAP Y 0 -0.571 0 2.855 45 TRAP Y 0 -0.8 0 4 45 TRAP Y -0.8 0 4 7.999 46 TRAP Y -0.571 0 5.145 7.999 46 UNI Y -0.571 2.855 5.144 46 TRAP Y 0 -0.571 0 2.855 46 TRAP Y 0 -0.8 0 4 46 TRAP Y -0.8 0 4 7.999 47 TRAP Y -0.571 0 5.145 7.999 47 UNI Y -0.571 2.855 5.144 47 TRAP Y 0 -0.571 0 2.855 47 TRAP Y 0 -0.8 0 4 47 TRAP Y -0.8 0 4 7.999 48 TRAP Y 0 -0.381 0 0.875 48 TRAP Y -0.381 0 0.876 1.869 48 TRAP Y -1.02 0 0.961 1.869 48 TRAP Y 0 -1.02 0 0.961 49 TRAP Y 0 -0.8 0 4 49 TRAP Y -0.8 0 4 7.999 49 TRAP Y 0 -0.8 0 4 49 TRAP Y -0.8 0 4 7.999 50 TRAP Y 0 -0.8 0 4 50 TRAP Y -0.8 0 4 7.999 50 TRAP Y 0 -0.8 0 4 50 TRAP Y -0.8 0 4 7.999 51 TRAP Y 0 -0.8 0 4 51 TRAP Y -0.8 0 4 7.999 51 TRAP Y 0 -0.8 0 4 51 TRAP Y -0.8 0 4 7.999 52 TRAP Y 0 -0.8 0 4 52 TRAP Y -0.8 0 4 7.999 52 TRAP Y 0 -0.8 0 4 52 TRAP Y -0.8 0 4 7.999


47

Tutorial


TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

Y

Y Y Y Y Y Y Y

Y

Y Y Y Y Y Y Y Y Y Y Y Y Y

Y Y

Y Y Y Y

0 -0.76 0 2.22 -0.76 -0.719 2.22 2.359 0 -0.236 0 1.179 -0.236 0 1.18 2.359 -0.719 0 0 2.429 -0.344 0 1.307 2.429 0 -0.344 0 1.307 0 -0.236 0 1.179 -0.236 0 1.18 2.359 0 -0.453 0 2.359 0 -0.306 0 1.604 -0.306 0 1.605 3.489 -0.607 0 0.803 3.489 -0.453 -0.607 0 0.802 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 -0.249 0 5.829 0 -0.553 0 3.575 -0.553 -0.254 3.576 5.829 -1.024 0 0.988 1.919 0 -1.024 0 0.987 -0.254 0 0 1.919 0 -0.583 0 2.914 -0.583 0 2.915 5.829 -0.249 0 5.829 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.8 0 4 -0.8 0 4 7.999 0 -0.583 0 2.914 -0.583 0 2.915 5.829 0 -0.766 0 2.248 -0.766 0 2.248 4.849 0 -0.8 0 4 -0.8 4 4.949 -0.8 0 4.95 8.949 0 -0.8 0 4 -0.8 4 5.049 -0.8 0 5.05 9.049 0 -0.8 0 4


48

Tutorial


UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP TRAP TRAP TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP TRAP TRAP TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP

Y

Y Y Y Y

Y

Y Y

Y

Y Y

Y

Y Y

Y

Y Y

Y

Y Y

Y

Y Y Y Y Y Y

Y

Y Y

Y

Y Y

Y

Y Y

Y

Y Y

Y

Y Y

Y

Y Y Y Y Y Y

Y

Y Y

Y Y

Y Y Y Y

-0.8 4 4.899 -0.8 0 4.9 8.899 -0.571 0 2.855 5.709 0 -0.571 0 2.855 0 -0.8 0 4 -0.8 4 4.949 -0.8 0 4.95 8.949 0 -0.8 0 4 -0.8 4 4.949 -0.8 0 4.95 8.949 0 -0.8 0 4 -0.8 4 5.049 -0.8 0 5.05 9.049 0 -0.8 0 4 -0.8 4 5.049 -0.8 0 5.05 9.049 0 -0.8 0 4 -0.8 4 4.899 -0.8 0 4.9 8.899 0 -0.8 0 4 -0.8 4 4.899 -0.8 0 4.9 8.899 -0.571 0 2.855 5.709 0 -0.571 0 2.855 -0.571 0 2.855 5.709 0 -0.571 0 2.855 0 -0.8 0 4 -0.8 4 4.949 -0.8 0 4.95 8.949 0 -0.8 0 4 -0.8 4 4.949 -0.8 0 4.95 8.949 0 -0.8 0 4 -0.8 4 5.049 -0.8 0 5.05 9.049 0 -0.8 0 4 -0.8 4 5.049 -0.8 0 5.05 9.049 0 -0.8 0 4 -0.8 4 4.899 -0.8 0 4.9 8.899 0 -0.8 0 4 -0.8 4 4.899 -0.8 0 4.9 8.899 -0.571 0 2.855 5.709 0 -0.571 0 2.855 -0.571 0 2.855 5.709 0 -0.571 0 2.855 0 -0.8 0 4 -0.8 4 4.949 -0.8 0 4.95 8.949 0 -0.8 0 4 -0.8 4 4.949 -0.8 0 4.95 8.949 0 -0.8 0 4 -0.8 4 5.049 -0.8 0 5.05 9.049 0 -0.8 0 4


49

Tutorial


UNI TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP TRAP TRAP TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP TRAP UNI TRAP TRAP UNI TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP UNI TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP TRAP

Y

Y Y

Y

Y Y

Y

Y Y Y Y Y Y

Y

Y Y

Y

Y Y Y

Y

Y Y Y Y Y

Y

Y Y

Y

Y Y Y Y Y Y Y Y

Y

Y

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

-0.8 4 5.049 -0.8 0 5.05 9.049 0 -0.8 0 4 -0.8 4 4.899 -0.8 0 4.9 8.899 0 -0.8 0 4 -0.8 4 4.899 -0.8 0 4.9 8.899 -0.571 0 2.855 5.709 0 -0.571 0 2.855 -0.571 0 2.855 5.709 0 -0.571 0 2.855 0 -0.8 0 4 -0.8 4 4.949 -0.8 -0.498 4.95 6.459 0 -0.583 0 2.914 -0.583 2.915 3.544 -0.583 0 3.545 6.459 -0.498 0 0 2.489 0 -0.8 0 4 -0.8 4 5.049 -0.8 -0.65 5.05 5.799 -0.684 0 2.844 5.799 0 -0.684 0 2.843 -0.65 0 0 3.249 -0.236 0 2.07 3.249 -0.236 1.18 2.069 0 -0.236 0 1.179 0 -0.8 0 4 -0.8 4 4.899 -0.8 0 4.9 8.899 -0.354 0 3.89 8.899 0 -0.354 0 3.89 -0.571 0 2.855 5.709 0 -0.571 0 2.855 -0.125 0 1.952 5.709 0 -0.125 0 1.951 -0.236 0 2.07 3.249 -0.236 1.18 2.069 0 -0.236 0 1.179 -0.299 0 1.572 3.249 0 -0.299 0 1.572 0 -0.583 0 2.914 -0.583 2.915 3.544 -0.583 0 3.545 6.459 -0.36 -0.178 3.921 6.459 0 -0.36 0 3.92 -0.178 0 0 2.489 0 -0.928 0 4.842 -0.928 0 4.842 10.014 -0.918 0 5.373 10.254 0 -0.918 0 5.372 -0.284 0 1.498 3.418 0 -0.284 0 1.497 0 -0.751 0 3.418 -0.119 0 3.779 6.008 0 -0.119 0 3.779 -0.342 0 4.815 9.417


50

Tutorial

Tutorial STAAD Input File 99 TRAP Y 0 -0.342 0 4.814 100 TRAP Y -1 0 1.131 6.103 100 TRAP Y -0.751 -1 0 1.131 100 TRAP Y -0.65 0 2.629 6.103 100 TRAP Y 0 -0.65 0 2.629 101 TRAP Y -0.337 0 4.8 9.366 101 TRAP Y 0 -0.337 0 4.8 102 TRAP Y 0 -1.02 0 4.662 102 TRAP Y -1.02 0 4.663 8.997 LOAD COMB 11 1.5D+1.5L 9 1.5 10 1.5 PERFORM ANALYSIS PRINT MEMBER INFORMATION UNIT METERS MTONS PRINT MEMBER FORCES PRINT ELEMENT STRESS PRINT SUPPORT REACTIONS UNIT CM MTONS PRINT DISPLACEMENTS FINISH


51

Tutorial

Index A

schedules 32 start design 27

analyze 3

B

beams design calculations 25 designing 20 elevations 22 load cases 18 load combinations 18 modifying 20 save project 26 schedules 22 split groups 19 start design 16 top elevation 19 Building Planner 5

C

columns design calculations 36 designing 30 elevations 32 redesigning section 30 save project 36


P

pilecaps 3 project settings 15

D

design code 16

S

E

getting started 3

shear walls 6 slab design starting 8 slabs construction drawings 13 design 8, 12 design calculations 14 detailing 13 save project 15 standalone 3

Eurocode 16

F

footings 3 foundations 3

G

I

T

input file 37

term 3, 11, 27

L

W

load cases importing 29 load combinations importing 29

52

walls adding 6

Tutorial

STAAD Advanced Concrete Design Introductory Tutorial

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