Diseño Estructural - Rampa

MEMORIA DE CÁLCULO DE ESTRUCTURAS 1. GENERALIDADES 1.1. DESCRIPCIÓN DEL SISTEMA ESTRUCTURAL EMPLEADO El proyecto cosiste en el diseño estructural de una rampa y escalera de un nivel a base de zapatas y columnas de concreto reforzado, con losa maciza en voladizo con refuerzo bidireccional. El sistema aporticado se considerado en un bloque. Debido a su disposición en planta, forma en “U”, la cual suponía una condición de irregularidad estructural que ha sido considerada en el diseño. La losa maciza cuenta con un volado de 1.00 m motivo por el cual se han peraltado las columnas en dicho sentido; el requerimiento por pre dimensionamiento suponía dimensiones estructurales de vigas peraltadas que han sido hechas en forma de consola que reduce su dimensión, debido a la elevada rigidez de unos elementos frente a los otros (vigas vs columnas), lo cual preveía formación de rotulas plásticas en las columnas, por ello intencionalmente se elevaron las dimensiones de los elementos estructurales para el adecuado desarrollo de resistencia y ductilidad global.

1.2. MÉTODO DE DISEÑO y REGLAMENTOS DE DISEÑO

El método de diseño de elementos de concreto armado es por el estado límite de resistencia última. Reglamento Nacional de Edificaciones RNE-2009 Norma Técnica de Edificación de Cargas E.020 Norma Técnica de Diseño Sismorresistente E.030 Norma Técnica de Edificación de Concreto Armado E.060 Especificaciones del ACI 318-05/IBC2003 •

•

1.3. SOFTWARE DE MODELACIÓN El Software empleado para el modelamiento de los pórticos es SAP 2000 V14. El modelo idealiza el comportamiento de los elementos de la siguiente manera: Columnas y vigas: mediante elementos de Pórtico DIAFRAGMA, Capaces de resistir los esfuerzos de flexión, cortante y axial.

2. PARÁMETROS DE DISEÑO2.1. CARACTERÍSTICAS DE LOS MATERIALES EMPLEADOS •

•

•

Concreto Armado: Zapatas : Concreto f’c = 210 kg/cm2 Vigas de Cimentación : Concreto f’c = 210 kg/cm2 Columnas : Concreto f’c = 210 kg/cm2 Losas macizas: Concreto f´c= 210 kg/cm2 Escaleras : Concreto f´c= 210 kg/cm2 Peso Especifico Concreto Armado : 2400 Kg/m3 Acero Corrugado Estructural : fy = 4200kg/cm2 Propiedades del Suelo Capacidad admisible: 1.41 kg / cm2. (Según Estudio de Suelos) -

2.2. PREDIMENSIONAMIENTO DE ELEMENTOS ESTRUCTURALES Pre-dimensionamiento de Vigas Las vigas se dimensionan generalmente considerando un peralte del orden de1/10 a 1/12 de la luz. El ancho es menos importante que el peralte, pudiendo variar entre 0.3 a 0.5de la altura. La Norma Técnica Peruana para Edificación de concreto armadoE.060 indica que las vigas deben tener un ancho mínimo de 25 cm, para el caso que éstas formen parte de pórticos o elementos sismo-resistentes de estructuras de concreto armado. Esta limitación no impide tener vigas de menor espesor (15 o 20 cm) si se trata de vigas que no forman pórticos. PRE-DIMENSIONAMIENTO DE COLUMNAS Las columnas al ser sometidas a carga axial y momento flector, fueron dimensionadas considerando los dos efectos simultáneamente, tratando de evaluar cuál de los dos es el que gobierna en forma más influyente el dimensionamiento.

Considerándose adicionalmente el tipo de falla probable de la edificación con la formulación:

Hn/D≥4

Siendo Hn: luz libre entre niveles de la edificación, y D: peralte de la columna. Verificándose dicho cumplimiento para todas las columnas de la edificación. PRE-DIMENSIONAMIENTO DE LOSAS: El peralte de las losas se ha dimensionado considerando los siguientes criterios: H=0.20 m luz hasta 5.5 m 2.3. CARGAS DE DISEÑO Para la determinación de las cargas de diseño se han determinado en primera instancia las dimensiones de los elementos estructurales, a nivel de predimensionamiento, considerándose para ellas las cargas a continuación. 2.3.1. CARGAS ESTÁTICAS El análisis de los elementos estructurales se ha realizado con las siguientes cargas de diseño: CARGAS PERMANENTES. Para las losas de 20 cm de espesor, se ha asumido un peso propio de 300 kg/m2. Adicionalmente a las cargas antes indicadas, se ha incluido entre las cargas permanentes el peso de acabados de piso, barandas y otros, estimado en 100 kg/m2. CARGAS VIVAS. Para zonas de circulación, pasadizos y escaleras se ha tomado una carga viva de 400 kg/cm2 Para la escalera se ha asumido carga viva de 400 kg/m2. 2.3.2. SOLICITACIONES DINÁMICAS Las solicitaciones dinámicas están determinadas por el espectro de pseudo-aceleraciones considerando los parámetros de sitio de la edificación, el sistema estructural empleado y la categoría de importancia de la edificación. ESPECTRO DE PS EUDO-ACELERACIONES FACTOR DE ZONA "Z" zona 2, Z=0.30 SISTEMA ESTRUCTURAL "R", Regular, R=7.50 CATEGORÍA DE EDIFICACIÓN "U", Edificación Importante, U=1.00 PARÁMETROS DEL SUELO "S", Suelos intermedios, Tp=0.60 s, S=1.20 S a 2.3.3. COMBINACIONES DE CARGA. La resistencia requerida (U) para cargas muertas (CM), vivas (CV) y de sismo (CS) deberá ser como mínimo: U = 1,4 CM + 1,7 CV U = 1,25 (CM + CV) ± CS U = 0,9 CM ± CS 3. CALCULO DE LAS SOLICITUDES La resistencia de diseño se ha tomado como la resistencia nominal (resistencia proporcionada considerando el acero realmente colocado) multiplicada por un factor Ø de reducción de resistencia. Este factor de reducción de resistencia se proporciona para tomar en cuenta inexactitudes en los cálculos y fluctuaciones en las resistencias del material, en la mano de obra y en las dimensiones. Cada uno de estos factores puede estar dentro de los límites tolerables, pero combinados pueden producir menor capacidad en los elementos diseñados. Adicionalmente se ha considerado en su determinación la importancia relativa de la falla de los miembros respecto

Considerándose adicionalmente el tipo de falla probable de la edificación con la formulación:

Hn/D≥4

Siendo Hn: luz libre entre niveles de la edificación, y D: peralte de la columna. Verificándose dicho cumplimiento para todas las columnas de la edificación. PRE-DIMENSIONAMIENTO DE LOSAS: El peralte de las losas se ha dimensionado considerando los siguientes criterios: H=0.20 m luz hasta 5.5 m 2.3. CARGAS DE DISEÑO Para la determinación de las cargas de diseño se han determinado en primera instancia las dimensiones de los elementos estructurales, a nivel de predimensionamiento, considerándose para ellas las cargas a continuación. 2.3.1. CARGAS ESTÁTICAS El análisis de los elementos estructurales se ha realizado con las siguientes cargas de diseño: CARGAS PERMANENTES. Para las losas de 20 cm de espesor, se ha asumido un peso propio de 300 kg/m2. Adicionalmente a las cargas antes indicadas, se ha incluido entre las cargas permanentes el peso de acabados de piso, barandas y otros, estimado en 100 kg/m2. CARGAS VIVAS. Para zonas de circulación, pasadizos y escaleras se ha tomado una carga viva de 400 kg/cm2 Para la escalera se ha asumido carga viva de 400 kg/m2. 2.3.2. SOLICITACIONES DINÁMICAS Las solicitaciones dinámicas están determinadas por el espectro de pseudo-aceleraciones considerando los parámetros de sitio de la edificación, el sistema estructural empleado y la categoría de importancia de la edificación. ESPECTRO DE PS EUDO-ACELERACIONES FACTOR DE ZONA "Z" zona 2, Z=0.30 SISTEMA ESTRUCTURAL "R", Regular, R=7.50 CATEGORÍA DE EDIFICACIÓN "U", Edificación Importante, U=1.00 PARÁMETROS DEL SUELO "S", Suelos intermedios, Tp=0.60 s, S=1.20 S a 2.3.3. COMBINACIONES DE CARGA. La resistencia requerida (U) para cargas muertas (CM), vivas (CV) y de sismo (CS) deberá ser como mínimo: U = 1,4 CM + 1,7 CV U = 1,25 (CM + CV) ± CS U = 0,9 CM ± CS 3. CALCULO DE LAS SOLICITUDES La resistencia de diseño se ha tomado como la resistencia nominal (resistencia proporcionada considerando el acero realmente colocado) multiplicada por un factor Ø de reducción de resistencia. Este factor de reducción de resistencia se proporciona para tomar en cuenta inexactitudes en los cálculos y fluctuaciones en las resistencias del material, en la mano de obra y en las dimensiones. Cada uno de estos factores puede estar dentro de los límites tolerables, pero combinados pueden producir menor capacidad en los elementos diseñados. Adicionalmente se ha considerado en su determinación la importancia relativa de la falla de los miembros respecto

a toda la estructura, y el grado de advertencia del modo de falla. El factor de reducción de resistencia Ø deberá ser: Para flexión sin carga axial Ø = 0.90. Para flexión con carga axial de tracción Ø = 0.90. Para flexión con carga axial de compresión y para compresión sin flexión: Elementos con refuerzo en espiral Ø = 0.75 Otros elementos Ø = 0.70 Para cortante sin o contorsión Ø = 0.85. Para aplastamiento en el Concreto Ø = 0.70 Los elementos sometidos a flexión son las vigas, las losas aligeradas y llenas con coberturas y pisos (losas macizas, nervadas y/o aligerados en una o dos direcciones), las escaleras y en general todos aquellos que están sometidos a cargas perpendiculares a su plano, las cuales ocasionan esfuerzos de flexión y cortante. Para asegurar que el acero colocado provea un momento resistente mayor al momento de agrietamiento, los códigos consideran una cuantía mínima. Para el caso de secciones rectangulares, se indica que el área mínima de refuerzo podrá calcularse con. DISEÑO DE ELEMENTOS ESTRUCTURALES En el programa SAP 2000 V14, al correr el análisis de la estructura se han cumplido las desplazamientos laterales que son menores que el desplazamiento permitido (0.007) de acuerdo con la

1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, a nd element conne ctivity.

Figure 1: 1: Finite element element model model

1.1. Joint coordinates Table 1: Joint Coordinates Table 1: Joint Coordinates Coordinates Joint

CoordSys

CoordType

GlobalX in

GlobalY in

GlobalZ in

9 10 11 12 13 14 15 17 18 19 20 21 22 23

GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL

Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian

207.874 320.472 433.071 545.669 658.268 770.866 812.205 207.874 320.472 433.071 545.669 658.268 770.866 812.205

0.000 0.000 0.000 0.000 0.000 0.000 0.000 41.339 41.339 41.339 41.339 41.339 41.339 41.339

0.000 13.386 27.559 41.732 55.512 68.898 68.898 0.000 13.386 27.559 41.732 55.512 68.898 68.898

Table 1: Joint Coordinates Joint

CoordSys

CoordType

GlobalX in

GlobalY in

GlobalZ in

26 27 28 29 30 31 32 35 36 37 38 39 40 41 48 49 50 51 52 53 55 56 57 58 59

GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL

Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian

207.874 320.472 433.071 545.669 658.268 770.866 812.204 207.874 320.472 433.071 545.669 658.268 770.866 812.204 207.874 320.472 433.071 545.669 658.268 770.866 770.866 658.268 545.669 433.071 320.472

171.260 171.260 171.260 171.260 171.260 171.260 171.260 212.598 212.598 212.598 212.598 212.598 212.598 212.598 171.260 171.260 171.260 171.260 171.260 171.260 41.339 41.339 41.339 41.339 41.339

152.756 138.583 124.803 110.630 96.457 83.858 83.858 152.756 138.583 124.803 110.630 96.457 83.858 83.858 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

1.2. Joint restraints Table 2: Joint Restraint Assignments Joint

U1

9 17 48 49 50 51 52 53 55 56 57 58 59

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

Table 2: Joint Restraint Assignments U2 U3 R1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes


1.3. Element connectivity


R2

R3



Table 3: Connectivity - Frame Table 3: Connectivity - Frame Frame

JointI

JointJ

Length in

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23 24 25 26 27 28 31 32 33 34 35 36 38 39 41 42 43 44 45 46 47 48 49 50 51 53 54 55 56 57 59 60 61 66 67 68 69 70 71

48 49 50 51 52 9 10 11 12 13 14 53 17 18 19 20 21 22 26 27 28 29 30 31 35 36 37 38 39 40 55 56 26 27 28 29 57 30 31 32 9 58 59 10 11 12 13 14 15 32 31 26 27 28 29 30 31

49 50 51 52 53 10 11 12 13 14 15 55 18 19 20 21 22 23 27 28 29 30 31 32 36 37 38 39 40 41 56 57 35 36 37 38 58 39 40 41 17 59 17 18 19 20 21 22 23 23 22 48 49 50 51 52 53

112.598 112.598 112.598 112.598 112.598 113.391 113.487 113.487 113.438 113.391 41.339 129.921 113.391 113.487 113.487 113.438 113.391 41.339 113.487 113.438 113.487 113.487 113.301 41.339 113.487 113.438 113.487 113.487 113.301 41.339 112.598 112.598 41.339 41.339 41.339 41.339 112.598 41.339 41.339 41.339 41.339 112.598 112.598 41.339 41.339 41.339 41.339 41.339 41.339 130.780 130.780 152.756 138.583 124.803 110.630 96.457 83.858

Table 3: Connectivity - Frame Frame

JointI

JointJ

Length in

73 74 75 76 77

22 21 20 19 18

55 56 57 58 59

68.898 55.512 41.732 27.559 13.386

Table 4: Frame Section Assignments Table 4: Frame Section Assignments Frame

AnalSect

DesignSect

MatProp

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23 24 25 26 27 28 31 32 33 34 35 36 38 39 41 42 43 44 45 46 47 48 49 50 51 53 54 55

v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20

v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20

Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default

Table 4: Frame Section Assignments Frame

AnalSect

DesignSect

MatProp

56 57 59 60 61 66 67 68 69 70 71 73 74 75 76 77

v20x20 v20x20 v20x20 v20x20 v20x20 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40

v20x20 v20x20 v20x20 v20x20 v20x20 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40

Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default

Table 5: Connectivity - Area Table 5: Connectivity - Area Area

Joint1

Joint2

Joint3

Joint4

4 5 6 7 8 9 10 11 12 13 14 15 16

35 36 37 38 39 41 32 23 22 21 20 19 18

36 37 38 39 40 32 23 15 21 20 19 18 10

27 28 29 30 31 31 22 14 13 12 11 10 9

26 27 28 29 30 40 31 22 14 13 12 11 17

Table 6: Area Section Assignments Table 6: Area Section Assignments Area

Section

MatProp

4 5 6 7 8 9 10 11 12 13 14 15 16

LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA

Default Default Default Default Default Default Default Default Default Default Default Default Default

2. Material properties This section provides material property information for materials used in the model.

Table 7: Material Properties 02 - Basic Mechanical Properties Table 7: Material Properties 02 - Basic Mechanical Properties Material

UnitWeight Kip/in3

UnitMass Kip-s2/in4

E1 Kip/in2

G12 Kip/in2

U12

A1 1/F

4000Psi A615Gr60 A992Fy50

8.6705E-05 2.8356E-04 2.8356E-04

2.2457E-07 7.3446E-07 7.3446E-07

3555.836 29000.000 29000.000

1481.598

0.200000

11153.846

0.300000

5.5000E-06 6.5000E-06 6.5000E-06

Table 8: Material Properties 03a - Steel Data Table 8: Material Properties 03a - Steel Data Material A992Fy50

Fy Kip/in2 50.000

Fu Kip/in2 65.000

FinalSlope -0.100000

Table 9: Material Properties 03b - Concrete Data Table 9: Material Properties 03b - Concrete Data Material 4000Psi

Fc Kip/in2 2.987


Table 10: Material Properties 03e - Rebar Data Table 10: Material Properties 03e - Rebar Data Material A615Gr60

Fy Kip/in2 60.000

Fu Kip/in2 90.000


3. Section properties This section provides section property information for objects used in the model.

3.1. Frames Table 11: Frame Section Properties 01 - General, Part 1 of 3 Table 11: Frame Section Properties 01 - General, Part 1 of 3 t3 t2 Area TorsConst in in in2 in4

SectionName

Material

Shape

c25X40 v20x20

4000Psi 4000Psi

Rectangular Rectangular

15.7480 7.8740

9.8425 7.8740

155.00 62.00

3059.48 541.37

I33 in4

I22 in4

3203.35 320.33

1251.31 320.33

Table 11: Frame Section Properties 01 - General, Part 2 of 3 SectionName

Table 11: Frame Section Properties 01 - General, Part 2 of 3 S33 S22 Z33 Z22 R33 in3 in3 in3 in3 in

c25X40 v20x20

406.82 81.36

254.27 81.36

610.24 122.05

381.40 122.05

R22 in

4.5461 2.2730

2.8413 2.2730

Table 11: Frame Section Properties 01 - General, Part 3 of 3 Table 11: Frame Section Properties 01 - General, Part 3 of 3 SectionName c25X40 v20x20

AMod

A2Mod

A3Mod

JMod

I2Mod

I3Mod

MMod

WMod

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

Table 12: Frame Section Properties 02 - Concrete Column, Part 1 of 2 Table 12: Frame Section Properties 02 - Concrete Column, Part 1 of 2 SectionName

RebarMatL

c25X40

RebarMatC

A615Gr60

ReinfConfig

A615Gr60

LatReinf

Cover

Ties

in 1.5000

Rectangular

NumBars3D ir

NumBars2D ir

3

3

Table 12: Frame Section Properties 02 - Concrete Column, Part 2 of 2 Table 12: Frame Section Properties 02 - Concrete Column, Part 2 of 2 SectionName

BarSizeL

BarSizeC

c25X40

#9

#4

SpacingC in

NumCBars2

NumCBars3

6.0000

3

3

Table 13: Frame Section Properties 03 - Concrete Beam, Part 1 of 2 Table 13: Frame Section Properties 03 - Concrete Beam, Part 1 of 2 SectionName

RebarMatL

RebarMatC

v20x20

A615Gr60

A615Gr60

TopCover in 1.5748

BotCover in 1.5748

Table 13: Frame Section Properties 03 - Concrete Beam, Part 2 of 2 Table 13: Frame Section Properties 03 - Concrete Beam, Part 2 of 2 BotRghtAre SectionName TopLeftArea TopRghtAre BotLeftArea a a in2 in2 in2 in2 v20x20

3.2. Areas

0.0000

0.0000

0.0000

0.0000

Table 14: Area Section Properties, Part 1 of 2 Table 14: Area Section Properties, Part 1 of 2 Section

Material

AreaType

Type

DrillDOF

LOSA

4000Psi

Shell

Shell-Thin

Yes

Thickness in

BendThick in

F11Mod

F22Mo

7.8740

7.8740

1.000000

1.00000

Table 14: Area Section Properties, Part 2 of 2 Table 14: Area Section Properties, Part 2 of 2 Section

M12Mod

V13Mod

V23Mod

MMod

WMod

LOSA

1.000000

1.000000

1.000000

1.000000

1.000000

4. Load patterns This section provides loading information as applied to the model.

4.1. Definitions Table 15: Load Pattern Definitions Table 15: Load Pattern Definitions LoadPat

DesignType

SelfWtMult

DEAD LIVE

DEAD LIVE

1.000000 1.000000

AutoLoad

5. Load cases This section provides load case information.

5.1. Definitions Table 16: Load Case Definitions Case DEAD MODAL LIVE

Table 16: Load Case Definitions Type InitialCond ModalCase LinStatic LinModal LinStatic

Zero Zero Zero

5.2. Static case load assignments

BaseCase

Table 17: Case - Static 1 - Load Assignments Table 17: Case - Static 1 - Load Assignments Case

LoadType

LoadName

LoadSF

DEAD LIVE

Load pattern Load pattern

DEAD LIVE

1.000000 1.000000

5.3. Response spectrum case load assignments Table 18: Function - Response Spectrum - User Table 18: Function - Response Spectrum - User Name UNIFRS UNIFRS

Period Sec

Accel

FuncDamp

0.000000 1.000000

1.000000 1.000000

0.050000

6. Load combinations This section provides load combination information.

Table 19: Combination Definitions Table 19: Combination Definitions ComboName

ComboType

CaseName

DCON1 DCON2 DCON2

Linear Add Linear Add

DEAD DEAD LIVE

ScaleFactor 1.400000 1.200000 1.600000

7. Structure results This section provides structure results, including items such as structural periods and base reactions.

Figure 2: Deformed shape

7.1. Mass summary Table 20: Assembled Joint Masses Table 20: Assembled Joint Masses Joint 9 10 11 12 13 14 15 17 18 19 20 21 22 23 26 27 28 29 30 31 32 35 36

U1 Kip-s2/in

U2 Kip-s2/in

U3 Kip-s2/in

R1 Kip-in-s2

R2 Kip-in-s2

R3 Kip-in-s2

0.0031 0.0060 0.0060 0.0060 0.0060 0.0042 0.0013 0.0039 0.0062 0.0065 0.0067 0.0070 0.0087 0.0046 0.0058 0.0084 0.0082 0.0079 0.0077 0.0090 0.0046 0.0032 0.0060

0.0031 0.0060 0.0060 0.0060 0.0060 0.0042 0.0013 0.0039 0.0062 0.0065 0.0067 0.0070 0.0087 0.0046 0.0058 0.0084 0.0082 0.0079 0.0077 0.0090 0.0046 0.0032 0.0060

0.0031 0.0060 0.0060 0.0060 0.0060 0.0042 0.0013 0.0039 0.0062 0.0065 0.0067 0.0070 0.0087 0.0046 0.0058 0.0084 0.0082 0.0079 0.0077 0.0090 0.0046 0.0032 0.0060

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Table 20: Assembled Joint Masses Joint 37 38 39 40 41 48 49 50 51 52 53 55 56 57 58 59

U1 Kip-s2/in

U2 Kip-s2/in

U3 Kip-s2/in

R1 Kip-in-s2

R2 Kip-in-s2

R3 Kip-in-s2

0.0060 0.0060 0.0060 0.0042 0.0013 0.0034 0.0040 0.0037 0.0035 0.0032 0.0031 0.0029 0.0025 0.0023 0.0020 0.0018

0.0060 0.0060 0.0060 0.0042 0.0013 0.0034 0.0040 0.0037 0.0035 0.0032 0.0031 0.0029 0.0025 0.0023 0.0020 0.0018

0.0060 0.0060 0.0060 0.0042 0.0013 0.0034 0.0040 0.0037 0.0035 0.0032 0.0031 0.0029 0.0025 0.0023 0.0020 0.0018

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

7.2. Modal results Table 21: Modal Participating Mass Ratios Table 21: Modal Participating Mass Ratios OutputCase

StepNum

Period Sec

UX

UY

UZ

SumUX

SumUY

SumUZ

MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL

1.000000 2.000000 3.000000 4.000000 5.000000 6.000000 7.000000 8.000000 9.000000 10.000000 11.000000 12.000000

0.012344 0.012025 0.010891 0.010496 0.009798 0.009197 0.008686 0.007862 0.007131 0.006543 0.006445 0.005758

0.4343 0.1851 0.0089 0.0086 0.0286 3.748E-06 0.0021 0.1048 0.0476 8.059E-04 0.0450 0.0108

0.4343 0.1851 0.0089 0.0086 0.0286 3.748E-06 0.0021 0.1048 0.0476 8.059E-04 0.0450 0.0108

0.4343 0.1851 0.0089 0.0086 0.0286 3.748E-06 0.0021 0.1048 0.0476 8.059E-04 0.0450 0.0108

0.4343 0.6194 0.6283 0.6369 0.6655 0.6655 0.6675 0.7723 0.8200 0.8208 0.8658 0.8766

0.4343 0.6194 0.6283 0.6369 0.6655 0.6655 0.6675 0.7723 0.8200 0.8208 0.8658 0.8766

0.4343 0.6194 0.6283 0.6369 0.6655 0.6655 0.6675 0.7723 0.8200 0.8208 0.8658 0.8766

7.3. Base reactions Table 22: Base Reactions Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 22: Base Reactions OutputCase

GlobalFX Kip

GlobalFY Kip

GlobalFZ Kip

GlobalMX Kip-in

GlobalMY Kip-in

GlobalMZ Kip-in

DEAD LIVE

1.669 0.646

-3.803 -1.497

179.458 74.049

19891.909 8284.792

-94141.744 -38744.651

-1522.876 -599.737

8. Joint results This section provides joint results, including items such as displacements and reactions.

Table 23: Joint Displacements Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 23: Joint Displacements Joint

OutputCase

U1 in

U2 in

U3 in

R1 Radians

R2 Radians

R3 Radians

9 9 10 10 11 11 12 12 13 13 14 14 15 15 17 17 18 18 19 19 20 20 21 21 22 22 23 23 26 26 27 27 28 28 29 29 30 30 31 31 32 32 35 35 36 36 37 37 38 38

DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE

0.000000 0.000000 9.718E-06 3.778E-06 0.000013 5.096E-06 0.000018 7.069E-06 0.000023 9.069E-06 0.000037 0.000015 0.000048 0.000019 0.000000 0.000000 3.907E-06 1.523E-06 8.467E-06 3.317E-06 0.000013 5.150E-06 0.000019 7.323E-06 0.000031 0.000012 0.000052 0.000020 0.000036 0.000015 0.000046 0.000018 0.000043 0.000017 0.000038 0.000015 0.000034 0.000014 0.000037 0.000015 0.000055 0.000022 0.000042 0.000017 0.000050 0.000020 0.000048 0.000019 0.000043 0.000017

0.000000 0.000000 0.000298 0.000116 0.000400 0.000156 0.000552 0.000216 0.000705 0.000278 0.001146 0.000451 0.001466 0.000574 0.000000 0.000000 0.000120 0.000047 0.000259 0.000102 0.000401 0.000158 0.000567 0.000224 0.000945 0.000374 0.001589 0.000625 0.001094 0.000452 0.001397 0.000566 0.001305 0.000525 0.001156 0.000463 0.001036 0.000414 0.001129 0.000448 0.001695 0.000668 0.001271 0.000522 0.001524 0.000616 0.001475 0.000592 0.001325 0.000529

0.000000 0.000000 -0.000696 -0.000271 -0.000935 -0.000365 -0.001292 -0.000506 -0.001650 -0.000650 -0.002681 -0.001055 -0.003431 -0.001343 0.000000 0.000000 -0.000280 -0.000109 -0.000607 -0.000238 -0.000938 -0.000369 -0.001328 -0.000525 -0.002210 -0.000875 -0.003718 -0.001462 -0.002559 -0.001058 -0.003269 -0.001325 -0.003054 -0.001229 -0.002704 -0.001084 -0.002423 -0.000968 -0.002642 -0.001048 -0.003965 -0.001562 -0.002974 -0.001221 -0.003566 -0.001441 -0.003452 -0.001384 -0.003100 -0.001238

0.000000 0.000000 0.000012 4.579E-06 9.121E-06 3.384E-06 9.685E-06 3.602E-06 6.407E-06 2.221E-06 0.000020 8.338E-06 5.902E-06 3.471E-06 0.000000 0.000000 3.205E-06 1.373E-06 3.521E-06 1.495E-06 4.188E-06 1.709E-06 8.195E-06 3.596E-06 -9.094E-06 -5.037E-06 -0.000042 -0.000020 -0.000015 -6.229E-06 -8.152E-06 -3.287E-06 -0.000012 -4.878E-06 -0.000011 -4.382E-06 -0.000014 -6.028E-06 -3.518E-07 1.367E-06 0.000039 0.000019 -0.000010 -4.100E-06 -4.768E-06 -1.629E-06 -7.709E-06 -2.828E-06 -7.809E-06 -2.874E-06

0.000000 0.000000 3.761E-06 1.453E-06 3.021E-06 1.179E-06 2.527E-06 9.551E-07 7.213E-06 2.995E-06 -1.553E-06 -1.523E-06 0.000015 5.775E-06 0.000000 0.000000 9.929E-07 3.911E-07 1.161E-06 4.608E-07 1.689E-06 6.842E-07 9.723E-07 3.671E-07 0.000016 6.198E-06 0.000039 0.000015 9.407E-06 4.338E-06 2.296E-06 8.776E-07 -8.474E-08 -6.878E-08 4.082E-07 1.709E-07 -6.997E-07 -3.110E-07 0.000015 5.363E-06 0.000032 0.000012 0.000021 9.618E-06 1.177E-07 -2.889E-07 -1.878E-07 -1.043E-07 -1.682E-06 -7.744E-07

0.000000 0.000000 1.779E-06 6.850E-07 1.418E-06 5.512E-07 1.215E-06 4.585E-07 3.172E-06 1.311E-06 -3.822E-07 -5.344E-07 6.575E-06 2.517E-06 0.000000 0.000000 4.691E-07 1.863E-07 5.452E-07 2.178E-07 7.802E-07 3.163E-07 5.300E-07 2.071E-07 6.896E-06 2.579E-06 0.000016 6.210E-06 3.817E-06 1.767E-06 8.673E-07 3.292E-07 -2.026E-07 -9.749E-08 2.169E-08 1.186E-08 -4.967E-07 -2.171E-07 6.211E-06 2.311E-06 0.000014 5.595E-06 8.671E-06 4.053E-06 -1.628E-08 -1.462E-07 -1.879E-07 -8.406E-08 -8.280E-07 -3.711E-07

Table 23: Joint Displacements Joint

OutputCase

U1 in

U2 in

U3 in

R1 Radians

R2 Radians

R3 Radians

39 39 40 40 41 41 48 48 49 49 50 50 51 51 52 52 53 53 55 55 56 56 57 57 58 58 59 59

DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE

0.000039 0.000016 0.000044 0.000017 0.000052 0.000020 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

0.001192 0.000475 0.001340 0.000530 0.001586 0.000622 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

-0.002789 -0.001111 -0.003136 -0.001239 -0.003710 -0.001456 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

-5.092E-06 -1.693E-06 -0.000016 -6.879E-06 -5.771E-06 -3.413E-06 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

3.378E-06 1.443E-06 -5.427E-06 -3.070E-06 0.000013 4.918E-06 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

1.373E-06 5.931E-07 -2.549E-06 -1.408E-06 5.460E-06 2.054E-06 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

Table 24: Joint Reactions Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 24: Joint Reactions Joint

OutputCase

F1 Kip

F2 Kip

F3 Kip

M1 Kip-in

M2 Kip-in

M3 Kip-in

9 9 17 17 48 48 49 49 50 50 51 51 52 52 53 53 55 55 56 56 57

DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD

-2.321 -0.900 1.898 0.738 0.025 0.012 5.617E-03 2.095E-03 -3.223E-03 -1.442E-03 -1.447E-03 -5.417E-04 -9.558E-03 -4.033E-03 0.121 0.044 0.194 0.073 5.475E-03 1.856E-03 0.030

5.767 2.259 -3.161 -1.227 2.566E-04 3.484E-04 -0.016 -6.690E-03 -0.015 -5.962E-03 -0.021 -8.515E-03 -0.020 -7.095E-03 -0.097 -0.044 -0.097 -0.031 -0.227 -0.093 -0.309

4.617 1.814 3.958 1.618 11.890 5.147 16.075 6.805 16.377 6.872 16.169 6.749 16.352 6.783 19.795 8.105 19.912 8.113 15.138 6.186 14.153

-13.457 -5.124 -2.400 -1.092 0.404 0.155 1.402 0.569 1.371 0.546 1.614 0.647 1.636 0.620 -11.036 -5.789 19.064 8.951 5.658 2.286 6.002

-484.460 -190.579 -23.387 -11.629 -10.120 -5.104 0.201 0.073 -0.193 -0.084 -0.122 -0.048 -0.378 -0.158 14.439 6.806 15.341 7.174 -0.047 -0.024 0.155

1099.217 429.599 -6.412 -2.498 -0.113 -0.052 -0.028 -0.011 7.359E-03 3.541E-03 -8.888E-04 -4.860E-04 0.023 0.010 -0.336 -0.125 -0.454 -0.170 -0.043 -0.017 -0.085

Table 24: Joint Reactions Joint

OutputCase

F1 Kip

F2 Kip

F3 Kip

M1 Kip-in

M2 Kip-in

M3 Kip-in

57 58 58 59 59

LIVE DEAD LIVE DEAD LIVE

0.012 0.025 0.010 0.031 0.013

-0.122 -0.574 -0.228 -1.228 -0.486

5.758 13.710 5.542 12.914 5.188

2.372 7.342 2.898 7.154 2.796

0.067 -0.131 -0.050 -0.635 -0.249

-0.034 -0.090 -0.036 -0.159 -0.063

9. Frame results This section provides frame force results.

Table 25: Element Forces - Frames, Part 1 of 2 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 25: Element Forces - Frames, Part 1 of 2 Frame

Station in

OutputCase

P Kip

V2 Kip

V3 Kip

3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6

0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039

DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

-0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Table 25: Element Forces - Frames, Part 1 of 2 Frame

Station in

OutputCase

P Kip

V2 Kip

V3 Kip

6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 11 12 12 12 12 12 12 13 13 13 13 13 13 14 14

67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 56.696 113.391 0.000 56.696 113.391 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.696 113.391 0.000 56.696 113.391 0.000 20.669 41.339 0.000 20.669 41.339 0.000 21.654

DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.213 -0.141 -0.069 -0.091 -0.055 -0.019 -0.128 -0.052 0.025 -0.058 -0.020 0.018 -0.153 -0.077 -8.232E-04 -0.069 -0.030 7.612E-03 -0.149 -0.075 -6.801E-04 -0.067 -0.030 7.080E-03 -0.281 -0.209 -0.137 -0.118 -0.082 -0.046 0.056 0.056 0.056 0.021 0.021 0.021 0.000 0.000

0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.610 -4.431E-03 0.601 -0.304 -1.727E-03 0.301 -0.604 1.359E-03 0.607 -0.302 5.123E-04 0.303 -0.606 -3.696E-04 0.605 -0.303 -1.785E-04 0.302 -0.603 1.820E-03 0.607 -0.302 7.540E-04 0.303 -0.612 -6.516E-03 0.599 -0.306 -2.961E-03 0.300 -0.304 -0.082 0.140 -0.146 -0.035 0.076 -0.698 -0.466

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -2.585E-03 -2.585E-03 -2.585E-03 -9.962E-04 -9.962E-04 -9.962E-04 -6.803E-04 -6.803E-04 -6.803E-04 -2.507E-04 -2.507E-04 -2.507E-04 -1.269E-03 -1.269E-03 -1.269E-03 -4.894E-04 -4.894E-04 -4.894E-04 -1.536E-04 -1.536E-04 -1.536E-04 -1.579E-05 -1.579E-05 -1.579E-05 -4.267E-03 -4.267E-03 -4.267E-03 -1.853E-03 -1.853E-03 -1.853E-03 -0.034 -0.034 -0.034 -0.014 -0.014 -0.014 0.000 0.000


Station in

OutputCase

P Kip

V2 Kip

V3 Kip

14 14 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 15 16 16 16 16 16 16 17 17 17 17 17 17 18 18 18 18 18 18 19 19 19 19 19 19 20 20 20 20 20 20 23 23 23 23 23 23 24 24 24 24 24

43.307 64.961 86.614 108.268 129.921 0.000 21.654 43.307 64.961 86.614 108.268 129.921 0.000 56.696 113.391 0.000 56.696 113.391 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.696 113.391 0.000 56.696 113.391 0.000 20.669 41.339 0.000 20.669 41.339 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719

DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.129 -0.057 0.015 -0.058 -0.022 0.014 -0.147 -0.070 5.734E-03 -0.066 -0.028 0.010 -0.148 -0.071 4.786E-03 -0.066 -0.028 9.774E-03 -0.156 -0.082 -7.507E-03 -0.070 -0.033 4.481E-03 -0.251 -0.179 -0.107 -0.107 -0.071 -0.035 0.112 0.112 0.112 0.044 0.044 0.044 0.268 0.191 0.115 0.110 0.072 0.034 0.018 -0.056 -0.131 0.012 -0.025

-0.233 9.159E-16 0.233 0.466 0.698 -0.349 -0.233 -0.116 4.441E-16 0.116 0.233 0.349 -0.607 -2.054E-03 0.603 -0.303 -7.986E-04 0.302 -0.607 -1.867E-03 0.603 -0.303 -7.319E-04 0.302 -0.607 -1.543E-03 0.604 -0.303 -6.045E-04 0.302 -0.607 -2.188E-03 0.603 -0.304 -8.788E-04 0.302 -0.604 1.006E-03 0.606 -0.302 2.209E-04 0.303 -0.287 -0.065 0.158 -0.137 -0.025 0.086 -0.606 -3.651E-04 0.605 -0.302 2.959E-04 0.303 -0.602 3.122E-03 0.608 -0.301 1.297E-03

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -1.060E-03 -1.060E-03 -1.060E-03 -4.192E-04 -4.192E-04 -4.192E-04 -1.201E-03 -1.201E-03 -1.201E-03 -4.840E-04 -4.840E-04 -4.840E-04 -1.121E-03 -1.121E-03 -1.121E-03 -4.497E-04 -4.497E-04 -4.497E-04 -1.646E-03 -1.646E-03 -1.646E-03 -6.798E-04 -6.798E-04 -6.798E-04 4.331E-04 4.331E-04 4.331E-04 1.554E-04 1.554E-04 1.554E-04 -0.030 -0.030 -0.030 -0.012 -0.012 -0.012 -1.851E-03 -1.851E-03 -1.851E-03 -5.838E-04 -5.838E-04 -5.838E-04 -8.438E-05 -8.438E-05 -8.438E-05 -2.260E-05 -2.260E-05


Station in

OutputCase

P Kip

V2 Kip

V3 Kip

24 25 25 25 25 25 25 26 26 26 26 26 26 27 27 27 27 27 27 28 28 28 28 28 28 31 31 31 31 31 31 32 32 32 32 32 32 33 33 33 33 33 33 34 34 34 34 34 34 35 35 35 35 35 35 36 36 36 36

113.438 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.650 113.301 0.000 56.650 113.301 0.000 20.669 41.339 0.000 20.669 41.339 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.650 113.301 0.000 56.650 113.301 0.000 20.669 41.339 0.000

LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE

-0.062 -0.018 -0.094 -0.171 -1.057E-03 -0.039 -0.077 4.329E-04 -0.076 -0.152 6.751E-03 -0.031 -0.069 0.121 0.053 -0.014 0.053 0.020 -0.014 0.099 0.099 0.099 0.038 0.038 0.038 0.236 0.160 0.083 0.098 0.060 0.021 0.044 -0.030 -0.104 0.022 -0.015 -0.052 -0.019 -0.095 -0.171 -1.274E-03 -0.039 -0.077 -7.483E-03 -0.084 -0.160 3.707E-03 -0.034 -0.072 0.152 0.084 0.017 0.065 0.031 -2.590E-03 0.043 0.043 0.043 0.016

0.304 -0.602 3.371E-03 0.609 -0.301 1.381E-03 0.304 -0.603 2.415E-03 0.608 -0.302 9.891E-04 0.304 -0.600 5.256E-03 0.611 -0.301 1.911E-03 0.305 -0.285 -0.063 0.159 -0.137 -0.026 0.086 -0.600 5.449E-03 0.611 -0.300 2.864E-03 0.306 -0.604 1.006E-03 0.606 -0.302 3.170E-04 0.303 -0.603 2.242E-03 0.608 -0.302 8.745E-04 0.304 -0.602 3.724E-03 0.609 -0.301 1.516E-03 0.304 -0.610 -4.267E-03 0.601 -0.305 -2.036E-03 0.301 -0.295 -0.073 0.149 -0.142

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Station in

OutputCase

P Kip

V2 Kip

V3 Kip

36 36 38 38 38 38 38 38 38 38 38 38 38 38 39 39 39 39 39 39 39 39 39 39 39 39 41 41 41 41 41 41 42 42 42 42 42 42 43 43 43 43 43 43 44 44 44 44 44 44 45 45 45 45 45 45 45 45 45

20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039

LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE

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Station in

OutputCase

P Kip

V2 Kip

V3 Kip

45 45 45 46 46 46 46 46 46 47 47 47 47 47 47 48 48 48 48 48 48 49 49 49 49 49 49 50 50 50 50 50 50 50 50 50 50 50 50 51 51 51 51 51 51 51 51 51 51 51 51 53 53 53 53 53 53 54 54

67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669

LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD

0.000 0.000 0.000 0.835 0.835 0.835 0.326 0.326 0.326 1.127 1.127 1.127 0.435 0.435 0.435 -0.582 -0.582 -0.582 -0.243 -0.243 -0.243 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.949 -0.949 -0.949 -0.368 -0.368 -0.368 -0.749 -0.749

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0.000 0.000 0.000 4.068E-03 4.068E-03 4.068E-03 1.712E-03 1.712E-03 1.712E-03 0.014 0.014 0.014 3.737E-03 3.737E-03 3.737E-03 0.071 0.071 0.071 0.027 0.027 0.027 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.121E-03 7.121E-03 7.121E-03 2.760E-03 2.760E-03 2.760E-03 6.307E-03 6.307E-03


Station in

OutputCase

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V2 Kip

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41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 65.390 130.780 0.000 65.390 130.780 0.000 65.390 130.780 0.000 65.390 130.780 0.000 76.378 152.756 0.000 76.378 152.756 0.000 69.291 138.583 0.000 69.291 138.583 0.000 62.402 124.803 0.000 62.402 124.803 0.000

DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD

-0.749 -0.290 -0.290 -0.290 -0.808 -0.808 -0.808 -0.313 -0.313 -0.313 -0.734 -0.734 -0.734 -0.285 -0.285 -0.285 -1.072 -1.072 -1.072 -0.412 -0.412 -0.412 0.654 0.654 0.654 0.273 0.273 0.273 0.210 0.130 0.049 0.093 0.052 0.012 0.306 0.226 0.145 0.131 0.091 0.051 -7.179 -9.232 -11.285 -2.792 -3.818 -4.845 -11.139 -13.002 -14.864 -4.337 -5.268 -6.199 -11.812 -13.489 -15.167 -4.590 -5.428 -6.267 -11.985

0.234 -0.106 4.659E-03 0.116 -0.210 0.012 0.234 -0.106 4.846E-03 0.116 -0.219 3.524E-03 0.226 -0.110 8.399E-04 0.112 -0.180 0.042 0.265 -0.091 0.020 0.131 -0.143 0.079 0.301 -0.071 0.040 0.151 -0.698 5.630E-04 0.699 -0.349 2.254E-04 0.349 -0.699 -1.015E-03 0.697 -0.350 -3.577E-04 0.349 0.025 0.025 0.025 0.012 0.012 0.012 5.617E-03 5.617E-03 5.617E-03 2.095E-03 2.095E-03 2.095E-03 -3.223E-03 -3.223E-03 -3.223E-03 -1.442E-03 -1.442E-03 -1.442E-03 -1.447E-03

6.307E-03 2.473E-03 2.473E-03 2.473E-03 6.357E-03 6.357E-03 6.357E-03 2.469E-03 2.469E-03 2.469E-03 0.013 0.013 0.013 5.192E-03 5.192E-03 5.192E-03 0.022 0.022 0.022 6.960E-03 6.960E-03 6.960E-03 0.082 0.082 0.082 0.032 0.032 0.032 8.682E-03 8.682E-03 8.682E-03 3.395E-03 3.395E-03 3.395E-03 3.784E-03 3.784E-03 3.784E-03 1.413E-03 1.413E-03 1.413E-03 -2.566E-04 -2.566E-04 -2.566E-04 -3.484E-04 -3.484E-04 -3.484E-04 0.016 0.016 0.016 6.690E-03 6.690E-03 6.690E-03 0.015 0.015 0.015 5.962E-03 5.962E-03 5.962E-03 0.021


Station in

OutputCase

P Kip

V2 Kip

V3 Kip

69 69 69 69 69 70 70 70 70 70 70 71 71 71 71 71 71 73 73 73 73 73 73 74 74 74 74 74 74 75 75 75 75 75 75 76 76 76 76 76 76 77 77 77 77 77 77

55.315 110.630 0.000 55.315 110.630 0.000 48.228 96.457 0.000 48.228 96.457 0.000 41.929 83.858 0.000 41.929 83.858 0.000 34.449 68.898 0.000 34.449 68.898 0.000 27.756 55.512 0.000 27.756 55.512 0.000 20.866 41.732 0.000 20.866 41.732 0.000 13.780 27.559 0.000 13.780 27.559 0.000 6.693 13.386 0.000 6.693 13.386

DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE

-13.471 -14.958 -4.657 -5.400 -6.144 -12.548 -13.845 -15.141 -4.881 -5.529 -6.177 -16.237 -17.364 -18.491 -6.326 -6.890 -7.453 -16.756 -17.682 -18.608 -6.535 -6.998 -7.461 -12.435 -13.181 -13.927 -4.835 -5.208 -5.581 -11.821 -12.382 -12.943 -4.592 -4.872 -5.152 -11.759 -12.129 -12.500 -4.566 -4.752 -4.937 -11.343 -11.523 -11.703 -4.403 -4.493 -4.583

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0.021 0.021 8.515E-03 8.515E-03 8.515E-03 0.020 0.020 0.020 7.095E-03 7.095E-03 7.095E-03 0.097 0.097 0.097 0.044 0.044 0.044 0.097 0.097 0.097 0.031 0.031 0.031 0.227 0.227 0.227 0.093 0.093 0.093 0.309 0.309 0.309 0.122 0.122 0.122 0.574 0.574 0.574 0.228 0.228 0.228 1.228 1.228 1.228 0.486 0.486 0.486

Table 25: Element Forces - Frames, Part 2 of 2 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 25: Element Forces - Frames, Part 2 of 2 Frame

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OutputCase

T Kip-in

M2 Kip-in

M3 Kip-in

3 3 3

0.000 22.520 45.039

DEAD DEAD DEAD

0.000 0.000 0.000

0.000 0.000 0.000

-11.359 -0.454 4.998


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OutputCase

T Kip-in

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DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD

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OutputCase

T Kip-in

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113.391 0.000 56.696 113.391 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.696 113.391 0.000 56.696 113.391 0.000 20.669 41.339 0.000 20.669 41.339 0.000 21.654 43.307 64.961 86.614 108.268 129.921 0.000 21.654 43.307 64.961 86.614 108.268 129.921 0.000 56.696 113.391 0.000 56.696 113.391 0.000 56.743 113.487 0.000 56.743

DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE

0.088 0.033 0.033 0.033 -0.022 -0.022 -0.022 -8.498E-03 -8.498E-03 -8.498E-03 3.774E-03 3.774E-03 3.774E-03 1.453E-03 1.453E-03 1.453E-03 -0.021 -0.021 -0.021 -8.965E-03 -8.965E-03 -8.965E-03 0.094 0.094 0.094 0.041 0.041 0.041 -0.277 -0.277 -0.277 -0.094 -0.094 -0.094 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.023 0.023 0.023 9.801E-03 9.801E-03 9.801E-03 2.284E-03 2.284E-03 2.284E-03 8.790E-04 8.790E-04

0.143 -0.058 -1.403E-03 0.055 -0.039 -3.673E-04 0.038 -0.014 -1.664E-04 0.014 -0.069 2.732E-03 0.075 -0.027 1.198E-03 0.029 -0.032 -0.024 -0.015 -0.011 -0.010 -9.289E-03 -0.190 0.052 0.294 -0.079 0.026 0.131 -0.889 -0.192 0.505 -0.380 -0.084 0.212 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.061 -8.779E-04 0.059 -0.024 -2.301E-04 0.024 -0.068 -3.624E-04 0.068 -0.028 -1.614E-04

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Station in

OutputCase

T Kip-in

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113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.696 113.391 0.000 56.696 113.391 0.000 20.669 41.339 0.000 20.669 41.339 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.650 113.301 0.000 56.650 113.301 0.000 20.669 41.339 0.000

LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE

8.790E-04 4.881E-03 4.881E-03 4.881E-03 1.590E-03 1.590E-03 1.590E-03 0.028 0.028 0.028 0.013 0.013 0.013 -0.116 -0.116 -0.116 -0.059 -0.059 -0.059 -0.630 -0.630 -0.630 -0.297 -0.297 -0.297 0.047 0.047 0.047 0.022 0.022 0.022 -0.026 -0.026 -0.026 -0.011 -0.011 -0.011 6.651E-03 6.651E-03 6.651E-03 3.380E-03 3.380E-03 3.380E-03 -0.022 -0.022 -0.022 -0.011 -0.011 -0.011 0.092 0.092 0.092 0.050 0.050 0.050 0.764 0.764 0.764 0.349

0.027 -0.065 -1.504E-03 0.062 -0.026 -7.118E-04 0.025 -0.086 7.382E-03 0.101 -0.035 3.390E-03 0.042 -0.059 -0.084 -0.109 -0.025 -0.034 -0.043 -0.873 -0.249 0.375 -0.351 -0.100 0.151 -0.084 0.021 0.126 -0.022 0.011 0.044 0.010 0.015 0.020 4.910E-03 6.192E-03 7.474E-03 -0.015 -3.458E-03 8.272E-03 -6.085E-03 -1.710E-03 2.664E-03 -0.035 9.195E-03 0.053 -0.014 4.343E-03 0.023 -0.011 -0.082 -0.154 -5.130E-03 -0.034 -0.062 -0.738 -0.222 0.295 -0.294

-5.684 -11.542 5.719 -11.367 -5.761 2.860 -5.692 -11.561 5.729 -11.313 -5.769 2.864 -5.669 -11.538 5.564 -11.652 -5.766 2.801 -5.791 -3.479 0.154 -0.808 -1.540 0.135 -0.487 -11.398 5.796 -11.357 -5.673 2.897 -5.707 -11.243 5.746 -11.597 -5.639 2.871 -5.786 -11.263 5.720 -11.645 -5.649 2.860 -5.805 -11.301 5.736 -11.575 -5.664 2.867 -5.776 -11.286 5.562 -11.881 -5.664 2.801 -5.880 -3.317 0.282 -0.711 -1.489


Station in

OutputCase

T Kip-in

M2 Kip-in

M3 Kip-in

28 28 31 31 31 31 31 31 32 32 32 32 32 32 33 33 33 33 33 33 34 34 34 34 34 34 35 35 35 35 35 35 36 36 36 36 36 36 38 38 38 38 38 38 38 38 38 38 38 38 39 39 39 39 39 39 39 39 39

20.669 41.339 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.650 113.301 0.000 56.650 113.301 0.000 20.669 41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039

LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE

0.349 0.349 0.047 0.047 0.047 0.021 0.021 0.021 -0.020 -0.020 -0.020 -8.468E-03 -8.468E-03 -8.468E-03 -1.388E-04 -1.388E-04 -1.388E-04 -7.053E-05 -7.053E-05 -7.053E-05 0.017 0.017 0.017 7.435E-03 7.435E-03 7.435E-03 -0.077 -0.077 -0.077 -0.035 -0.035 -0.035 0.207 0.207 0.207 0.067 0.067 0.067 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

-0.090 0.113 0.146 0.080 0.013 0.083 0.039 -5.735E-03 -0.020 5.296E-03 0.031 -9.242E-03 8.429E-04 0.011 -2.135E-03 6.501E-03 0.015 1.027E-03 2.916E-03 4.806E-03 0.012 -0.025 -0.063 7.059E-03 -0.011 -0.029 -0.132 0.052 0.236 -0.055 0.026 0.107 -0.891 -0.221 0.449 -0.382 -0.095 0.192 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.187 -0.433 -10.934 5.930 -11.552 -5.463 2.962 -5.788 -11.384 5.725 -11.498 -5.706 2.859 -5.742 -11.307 5.739 -11.561 -5.668 2.869 -5.767 -11.288 5.674 -11.711 -5.661 2.840 -5.833 -11.583 5.804 -11.100 -5.785 2.903 -5.554 -3.551 0.259 -0.524 -1.632 0.163 -0.339 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499 2.499 -0.227 -5.680 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499


Station in

OutputCase

T Kip-in

M2 Kip-in

M3 Kip-in

39 39 39 41 41 41 41 41 41 42 42 42 42 42 42 43 43 43 43 43 43 44 44 44 44 44 44 45 45 45 45 45 45 45 45 45 45 45 45 46 46 46 46 46 46 47 47 47 47 47 47 48 48 48 48 48 48 49 49

67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669

LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD

0.000 0.000 0.000 0.218 0.218 0.218 0.102 0.102 0.102 -0.042 -0.042 -0.042 -0.023 -0.023 -0.023 -1.999E-03 -1.999E-03 -1.999E-03 -6.891E-04 -6.891E-04 -6.891E-04 -0.041 -0.041 -0.041 -0.018 -0.018 -0.018 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.079 0.079 0.079 0.034 0.034 0.034 -0.388 -0.388 -0.388 -0.164 -0.164 -0.164 -0.371 -0.371 -0.371 -0.146 -0.146 -0.146 0.000 0.000

0.000 0.000 0.000 0.822 -0.134 -1.089 0.381 -0.063 -0.507 0.103 0.024 -0.054 0.033 0.013 -6.501E-03 -9.518E-03 -4.062E-04 8.706E-03 -6.118E-03 -3.702E-04 5.377E-03 -0.017 0.023 0.064 -8.534E-03 0.011 0.030 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.033 -0.052 -0.136 0.013 -0.022 -0.058 0.540 0.241 -0.058 0.180 0.102 0.025 1.705 0.242 -1.220 0.665 0.098 -0.470 0.000 0.000

2.499 -0.227 -5.680 -1.056 0.881 -1.775 -0.522 0.441 -0.892 -1.547 0.859 -1.329 -0.775 0.428 -0.665 -1.387 0.882 -1.443 -0.694 0.439 -0.724 -1.474 0.852 -1.415 -0.740 0.424 -0.708 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499 2.499 -0.227 -5.680 -1.167 1.015 -1.395 -0.586 0.502 -0.706 -2.507 0.322 -1.443 -1.271 0.156 -0.714 -4.329 -0.468 -1.202 -2.199 -0.244 -0.586 -1.531 0.766


Station in

OutputCase

T Kip-in

M2 Kip-in

M3 Kip-in

49 49 49 49 50 50 50 50 50 50 50 50 50 50 50 50 51 51 51 51 51 51 51 51 51 51 51 51 53 53 53 53 53 53 54 54 54 54 54 54 55 55 55 55 55 55 56 56 56 56 56 56 57 57 57 57 57 57 59

41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000

DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.054 -0.054 -0.054 -0.021 -0.021 -0.021 -0.036 -0.036 -0.036 -0.014 -0.014 -0.014 -0.016 -0.016 -0.016 -5.255E-03 -5.255E-03 -5.255E-03 -0.121 -0.121 -0.121 -0.051 -0.051 -0.051 0.349 0.349 0.349 0.150 0.150 0.150 0.455

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.183 0.036 -0.111 0.071 0.014 -0.043 0.154 0.024 -0.106 0.060 9.188E-03 -0.042 0.143 0.012 -0.119 0.055 3.918E-03 -0.047 0.334 0.073 -0.188 0.138 0.030 -0.077 0.263 -0.201 -0.664 0.058 -0.086 -0.230 1.441

-1.531 -0.766 0.383 -0.766 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499 2.499 -0.227 -5.680 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499 2.499 -0.227 -5.680 -1.432 0.516 -2.130 -0.715 0.294 -0.993 -1.442 0.611 -1.929 -0.721 0.331 -0.914 -1.437 0.614 -1.928 -0.718 0.331 -0.918 -1.409 0.815 -1.555 -0.710 0.421 -0.745 -1.463 -0.041 -3.211 -0.727 0.014 -1.541 -1.211


Station in

OutputCase

T Kip-in

M2 Kip-in

M3 Kip-in

59 59 59 59 59 60 60 60 60 60 60 61 61 61 61 61 61 66 66 66 66 66 66 67 67 67 67 67 67 68 68 68 68 68 68 69 69 69 69 69 69 70 70 70 70 70 70 71 71 71 71 71 71 73 73 73 73 73 73

20.669 41.339 0.000 20.669 41.339 0.000 65.390 130.780 0.000 65.390 130.780 0.000 65.390 130.780 0.000 65.390 130.780 0.000 76.378 152.756 0.000 76.378 152.756 0.000 69.291 138.583 0.000 69.291 138.583 0.000 62.402 124.803 0.000 62.402 124.803 0.000 55.315 110.630 0.000 55.315 110.630 0.000 48.228 96.457 0.000 48.228 96.457 0.000 41.929 83.858 0.000 41.929 83.858 0.000 34.449 68.898 0.000 34.449 68.898

DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE

0.455 0.455 0.183 0.183 0.183 -0.041 -0.041 -0.041 -0.017 -0.017 -0.017 -0.012 -0.012 -0.012 -5.275E-03 -5.275E-03 -5.275E-03 0.113 0.113 0.113 0.052 0.052 0.052 0.028 0.028 0.028 0.011 0.011 0.011 -7.359E-03 -7.359E-03 -7.359E-03 -3.541E-03 -3.541E-03 -3.541E-03 8.888E-04 8.888E-04 8.888E-04 4.860E-04 4.860E-04 4.860E-04 -0.023 -0.023 -0.023 -0.010 -0.010 -0.010 0.336 0.336 0.336 0.125 0.125 0.125 0.454 0.454 0.454 0.170 0.170 0.170

-0.258 -1.957 0.557 -0.102 -0.761 0.560 -8.019E-03 -0.576 0.219 -2.592E-03 -0.225 0.243 -4.047E-03 -0.252 0.091 -1.482E-03 -0.094 -0.443 -0.424 -0.404 -0.208 -0.181 -0.155 0.879 -0.262 -1.402 0.358 -0.106 -0.569 0.521 -0.425 -1.371 0.198 -0.174 -0.546 0.734 -0.440 -1.614 0.295 -0.176 -0.647 0.329 -0.653 -1.636 0.064 -0.278 -0.620 4.050 -0.019 -4.088 1.918 0.073 -1.773 2.766 -0.587 -3.941 0.739 -0.325 -1.389

-0.542 -4.466 -0.591 -0.274 -2.254 -14.485 8.313 -14.559 -7.251 4.152 -7.281 -15.214 7.688 -15.081 -7.579 3.862 -7.532 2.642 0.701 -1.239 1.223 0.323 -0.576 0.578 0.189 -0.201 0.217 0.072 -0.073 -0.209 -7.734E-03 0.193 -0.096 -6.278E-03 0.084 -0.038 0.042 0.122 -0.012 0.018 0.048 -0.544 -0.083 0.378 -0.231 -0.037 0.158 7.031 1.976 -3.079 2.583 0.728 -1.126 9.416 2.717 -3.982 3.544 1.025 -1.495


Station in

OutputCase

T Kip-in

M2 Kip-in

M3 Kip-in

74 74 74 74 74 74 75 75 75 75 75 75 76 76 76 76 76 76 77 77 77 77 77 77

0.000 27.756 55.512 0.000 27.756 55.512 0.000 20.866 41.732 0.000 20.866 41.732 0.000 13.780 27.559 0.000 13.780 27.559 0.000 6.693 13.386 0.000 6.693 13.386

DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE

0.043 0.043 0.043 0.017 0.017 0.017 0.085 0.085 0.085 0.034 0.034 0.034 0.090 0.090 0.090 0.036 0.036 0.036 0.159 0.159 0.159 0.063 0.063 0.063

6.971 0.657 -5.658 2.862 0.288 -2.286 6.895 0.447 -6.002 2.736 0.182 -2.372 8.479 0.569 -7.342 3.381 0.241 -2.898 9.284 1.065 -7.154 3.709 0.456 -2.796

0.352 0.200 0.047 0.127 0.075 0.024 1.077 0.461 -0.155 0.441 0.187 -0.067 0.829 0.480 0.131 0.331 0.190 0.050 1.054 0.845 0.635 0.417 0.333 0.249

10. Area results This section provides area results, including items such as forces and stresses.

Table 26: Element Forces - Area Shells, Part 1 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 26: Element Forces - Area Shells, Part 1 of 3 Area

AreaElem

Joint

OutputCase

4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6

4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6

35 36 27 26 35 36 27 26 36 37 28 27 36 37 28 27 37 38 29 28

DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD

F11 Kip/in 0.1295 0.0938 0.0946 0.1303 0.0505 0.0368 0.0371 0.0508 0.0888 0.1192 0.1185 0.0881 0.0348 0.0464 0.0461 0.0346 0.1174 0.1168 0.1168 0.1175

F22 Kip/in 0.0462 0.0390 0.0432 0.0504 0.0177 0.0149 0.0165 0.0193 0.0140 0.0200 0.0165 0.0104 0.0051 0.0074 0.0060 0.0037 0.0114 0.0113 0.0114 0.0115

F12 Kip/in 0.0573 -0.0059 0.0278 0.0910 0.0238 -0.0067 0.0086 0.0390 0.0121 0.0040 -3.393E-05 0.0081 0.0040 0.0014 -3.363E-04 0.0023 7.153E-04 -0.0011 -5.274E-04 0.0013

Table 26: Element Forces - Area Shells, Part 1 of 3 Area

AreaElem

Joint

OutputCase

F11 Kip/in

F22 Kip/in

F12 Kip/in

6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13

6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13

37 38 29 28 38 39 30 29 38 39 30 29 39 40 31 30 39 40 31 30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12

LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE

0.0457 0.0455 0.0455 0.0457 0.1171 0.1083 0.1085 0.1173 0.0456 0.0422 0.0423 0.0457 0.1127 0.1513 0.1505 0.1119 0.0439 0.0584 0.0581 0.0436 -0.0097 -0.0024 0.0429 0.0355 -0.0043 -0.0014 0.0166 0.0136 0.0165 0.0183 0.0208 0.0190 0.0065 0.0072 0.0082 0.0075 0.0322 0.0247 -0.0210 -0.0135 0.0130 0.0100 -0.0081 -0.0051 -0.1465 -0.1018 -0.1026 -0.1473 -0.0564 -0.0396 -0.0399 -0.0567 -0.0992 -0.1091 -0.1089 -0.0990 -0.0386 -0.0423 -0.0422

0.0041 0.0041 0.0041 0.0042 0.0128 0.0110 0.0121 0.0138 0.0048 0.0041 0.0045 0.0052 0.0333 0.0410 0.0369 0.0291 0.0128 0.0156 0.0141 0.0112 -0.0758 -0.0744 0.1517 0.1502 -0.0317 -0.0311 0.0586 0.0580 0.0197 0.0201 0.0328 0.0325 0.0079 0.0081 0.0132 0.0130 0.0895 0.0880 -0.1403 -0.1388 0.0372 0.0366 -0.0539 -0.0533 -0.0520 -0.0431 -0.0470 -0.0560 -0.0203 -0.0169 -0.0184 -0.0218 -0.0302 -0.0322 -0.0313 -0.0293 -0.0118 -0.0126 -0.0123

-2.206E-04 -9.528E-04 -4.649E-04 2.674E-04 -0.0102 -0.0020 0.0141 0.0059 -0.0049 -0.0014 0.0058 0.0023 0.0416 0.0638 0.0137 -0.0086 0.0182 0.0243 0.0028 -0.0033 -0.1662 -0.1542 -0.0636 -0.0755 -0.0666 -0.0601 -0.0219 -0.0284 -0.1564 -0.1644 -0.0922 -0.0842 -0.0612 -0.0649 -0.0356 -0.0319 -0.1810 -0.1868 -0.0905 -0.0847 -0.0710 -0.0745 -0.0343 -0.0308 -0.0391 -0.0160 -0.0683 -0.0914 -0.0132 -0.0067 -0.0291 -0.0355 -0.0392 -0.0308 -0.0142 -0.0226 -0.0160 -0.0125 -0.0051


AreaElem

Joint

OutputCase

F11 Kip/in

F22 Kip/in

F12 Kip/in

13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16

13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16

13 20 19 11 12 20 19 11 12 19 18 10 11 19 18 10 11 18 10 9 17 18 10 9 17

LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE

-0.0385 -0.1088 -0.1010 -0.1011 -0.1089 -0.0422 -0.0392 -0.0392 -0.0422 -0.1009 -0.1274 -0.1269 -0.1004 -0.0392 -0.0494 -0.0492 -0.0390 -0.1270 -0.1292 -0.0037 -0.0015 -0.0493 -0.0501 -0.0015 -5.849E-04

-0.0115 -0.0308 -0.0293 -0.0300 -0.0316 -0.0120 -0.0114 -0.0117 -0.0123 -0.0291 -0.0344 -0.0319 -0.0266 -0.0114 -0.0134 -0.0124 -0.0104 -0.0326 -0.0438 -0.0187 -0.0075 -0.0127 -0.0170 -0.0073 -0.0029

-0.0086 -0.0250 -0.0249 -0.0266 -0.0267 -0.0099 -0.0099 -0.0103 -0.0104 -0.0258 -0.0282 -0.0224 -0.0200 -0.0103 -0.0112 -0.0086 -0.0077 0.0264 0.0434 0.0288 0.0118 0.0104 0.0168 0.0111 0.0047

M22 Kip-in/in -0.0574 0.0088 -0.0119 -0.0232 -0.0293 0.0059 -0.0021 -0.0152 -0.0135 0.0050 0.0168 -0.0266 -0.0049 0.0016 0.0067 -0.0108 -0.0213 0.0117 0.0250 -0.0288 -0.0086 0.0041 0.0102 -0.0121 -0.0250

M12 Kip-in/in 0.0068 -0.0128 -0.0128 0.0067 0.0036 -0.0058 -0.0059 0.0035 8.644E-04 0.0039 0.0043 0.0012 6.222E-05 0.0017 0.0019 2.371E-04 0.0017 -0.0012 -0.0018 0.0011 7.725E-04 -5.541E-04 -8.134E-04 5.132E-04 -0.0067


AreaElem

Joint

OutputCase

4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7

4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7

35 36 27 26 35 36 27 26 36 37 28 27 36 37 28 27 37 38 29 28 37 38 29 28 38

DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD

M11 Kip-in/in 0.0429 -0.0241 -7.505E-04 -0.0838 0.0213 -0.0121 9.554E-04 -0.0430 -0.0286 -0.0098 -0.0151 -0.0036 -0.0143 -0.0048 -0.0078 -7.839E-04 -0.0151 -0.0137 -0.0014 -0.0242 -0.0068 -0.0071 -8.509E-04 -0.0115 -0.0211


AreaElem

Joint

OutputCase

M11 Kip-in/in

M22 Kip-in/in

M12 Kip-in/in

7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14

7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14

39 30 29 38 39 30 29 39 40 31 30 39 40 31 30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12

DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD

-0.0069 -0.0466 -0.0107 -0.0100 -0.0031 -0.0233 -0.0046 -0.0100 -0.0264 0.1392 -0.0540 -0.0042 -0.0151 0.0720 -0.0261 -0.1672 -0.0482 0.2816 0.2844 -0.0723 -0.0111 0.1172 0.1214 -0.1505 -0.1376 0.2847 0.2644 -0.0625 -0.0552 0.1126 0.1062 -0.0320 -0.1996 0.3045 0.3230 -0.0024 -0.0858 0.1299 0.1313 -0.2272 -0.0033 0.0038 0.0283 -0.1056 0.0026 0.0019 0.0152 0.0029 -0.0565 0.0147 0.0072 0.0053 -0.0218 0.0073 0.0034 -0.0511 -0.0561 0.0118 0.0138

0.0323 0.0069 -0.0212 -0.0102 0.0133 0.0020 -0.0088 0.0179 -0.0477 0.0857 -0.0297 0.0083 -0.0236 0.0356 -0.0119 -0.0960 0.3664 0.1873 0.0386 -0.0479 0.1905 0.0914 0.0141 -0.1239 -0.1119 0.0387 0.0517 -0.0583 -0.0531 0.0124 0.0172 0.3879 -0.1022 0.0407 0.2896 0.1996 -0.0504 0.0157 0.1302 -0.0725 -0.0130 -0.0356 0.0644 -0.0302 -0.0053 -0.0155 0.0304 0.0175 -0.0264 0.0103 -0.0178 0.0079 -0.0104 0.0044 -0.0074 3.881E-04 -0.0232 2.991E-04 0.0061

0.0023 0.0052 -0.0038 -0.0030 9.752E-04 0.0024 -0.0015 0.0271 -0.0079 -0.0206 0.0145 0.0118 -0.0030 -0.0094 0.0055 0.0314 0.0732 0.0744 0.0326 0.0098 0.0309 0.0322 0.0111 0.0577 -0.0470 -0.0492 0.0555 0.0264 -0.0221 -0.0230 0.0255 -0.0707 -0.0442 -0.0362 -0.0627 -0.0300 -0.0148 -0.0123 -0.0276 0.0218 -0.0136 -0.0293 0.0060 0.0099 -0.0052 -0.0127 0.0024 -0.0050 0.0029 0.0066 -0.0013 -0.0022 0.0012 0.0029 -5.701E-04 3.940E-05 -0.0015 -0.0014 1.226E-04


AreaElem

Joint

OutputCase

M11 Kip-in/in

M22 Kip-in/in

M12 Kip-in/in

14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16

14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16

20 19 11 12 19 18 10 11 19 18 10 11 18 10 9 17 18 10 9 17

LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE

-0.0196 -0.0210 0.0058 0.0070 -0.0508 -0.0841 0.0167 0.0104 -0.0189 -0.0321 0.0082 0.0053 0.0786 -0.0204 0.0077 0.0034 0.0299 -0.0096 0.0030 0.0013

2.031E-04 -0.0089 1.482E-04 0.0030 0.0033 -0.0307 0.0142 -0.0069 0.0015 -0.0119 0.0057 -0.0023 0.0020 -0.0316 0.0387 0.0169 6.550E-04 -0.0127 0.0151 0.0066

6.525E-05 -5.875E-04 -5.772E-04 7.555E-05 0.0020 6.494E-04 0.0025 0.0038 7.680E-04 2.671E-04 9.718E-04 0.0015 -0.0102 -0.0151 -0.0111 -0.0062 -0.0040 -0.0058 -0.0042 -0.0025


AreaElem

Joint

OutputCase

V13 Kip/in

V23 Kip/in

4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7

4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7

35 36 27 26 35 36 27 26 36 37 28 27 36 37 28 27 37 38 29 28 37 38 29 28 38 39 30 29 38 39

DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE

0.0029 -7.376E-04 -7.376E-04 0.0029 0.0015 -3.992E-04 -3.992E-04 0.0015 -5.778E-04 1.534E-04 1.534E-04 -5.778E-04 -3.123E-04 8.702E-05 8.702E-05 -3.123E-04 1.943E-04 -3.234E-04 -3.234E-04 1.943E-04 1.022E-04 -1.625E-04 -1.625E-04 1.022E-04 -1.728E-04 0.0010 0.0010 -1.728E-04 -9.366E-05 5.238E-04

5.845E-04 5.845E-04 1.004E-04 1.004E-04 3.115E-04 3.115E-04 1.171E-04 1.171E-04 1.535E-04 1.535E-04 3.728E-04 3.728E-04 5.336E-05 5.336E-05 1.504E-04 1.504E-04 3.034E-04 3.034E-04 4.865E-04 4.865E-04 1.184E-04 1.184E-04 2.029E-04 2.029E-04 4.333E-04 4.333E-04 1.763E-04 1.763E-04 1.732E-04 1.732E-04


AreaElem

Joint

OutputCase

V13 Kip/in

V23 Kip/in

7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15

7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15

30 29 39 40 31 30 39 40 31 30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12 20 19 11 12 19

LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD

5.238E-04 -9.366E-05 7.536E-04 -0.0043 -0.0043 7.536E-04 3.981E-04 -0.0022 -0.0022 3.981E-04 -0.0099 -0.0070 -0.0070 -0.0099 -0.0042 -0.0026 -0.0026 -0.0042 -0.0108 -0.0110 -0.0110 -0.0108 -0.0045 -0.0044 -0.0044 -0.0045 -0.0079 -0.0116 -0.0116 -0.0079 -0.0029 -0.0048 -0.0048 -0.0029 -0.0065 -4.843E-04 -4.843E-04 -0.0065 -0.0031 -1.149E-04 -1.149E-04 -0.0031 -3.551E-05 -0.0017 -0.0017 -3.551E-05 7.588E-05 -6.737E-04 -6.737E-04 7.588E-05 -0.0016 -0.0017 -0.0017 -0.0016 -6.505E-04 -6.546E-04 -6.546E-04 -6.505E-04 -0.0015

6.039E-05 6.039E-05 -2.717E-04 -2.717E-04 0.0013 0.0013 -1.271E-04 -1.271E-04 5.736E-04 5.736E-04 0.0112 0.0112 0.0036 0.0036 0.0057 0.0057 0.0018 0.0018 1.451E-04 1.451E-04 -4.614E-05 -4.614E-05 6.151E-05 6.151E-05 -1.473E-05 -1.473E-05 -0.0121 -0.0121 -0.0062 -0.0062 -0.0061 -0.0061 -0.0028 -0.0028 9.059E-04 9.059E-04 -5.007E-04 -5.007E-04 4.012E-04 4.012E-04 -2.229E-04 -2.229E-04 -4.760E-04 -4.760E-04 1.580E-04 1.580E-04 -2.011E-04 -2.011E-04 6.377E-05 6.377E-05 -2.095E-04 -2.095E-04 -5.309E-05 -5.309E-05 -8.046E-05 -8.046E-05 -2.531E-05 -2.531E-05 -3.442E-04


AreaElem

Joint

OutputCase

V13 Kip/in

V23 Kip/in

15 15 15 15 15 15 15 16 16 16 16 16 16 16 16

15 15 15 15 15 15 15 16 16 16 16 16 16 16 16

18 10 11 19 18 10 11 18 10 9 17 18 10 9 17

DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE

-0.0025 -0.0025 -0.0015 -5.911E-04 -9.790E-04 -9.790E-04 -5.911E-04 -0.0024 -0.0024 1.409E-04 1.409E-04 -9.438E-04 -9.438E-04 5.465E-05 5.465E-05

-3.442E-04 1.412E-04 1.412E-04 -1.345E-04 -1.345E-04 5.394E-05 5.394E-05 1.398E-05 5.024E-04 5.024E-04 1.398E-05 1.068E-05 2.030E-04 2.030E-04 1.068E-05

Table 27: Element Stresses - Area Shells, Part 1 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination'

Area 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8

Table 27: Element Stresses - Area Shells, Part 1 of 3 AreaElem Joint OutputCase S11Top Kip/in2 4 35 DEAD 0.0123 4 36 DEAD 0.0142 4 27 DEAD 0.0121 4 26 DEAD 0.0247 4 35 LIVE 0.0044 4 36 LIVE 0.0058 4 27 LIVE 0.0046 4 26 LIVE 0.0106 5 36 DEAD 0.0140 5 37 DEAD 0.0161 5 28 DEAD 0.0165 5 27 DEAD 0.0115 5 36 LIVE 0.0058 5 37 LIVE 0.0064 5 28 LIVE 0.0066 5 27 LIVE 0.0045 6 37 DEAD 0.0164 6 38 DEAD 0.0162 6 29 DEAD 0.0150 6 28 DEAD 0.0173 6 37 LIVE 0.0065 6 38 LIVE 0.0065 6 29 LIVE 0.0059 6 28 LIVE 0.0069 7 38 DEAD 0.0169 7 39 DEAD 0.0144 7 30 DEAD 0.0183 7 29 DEAD 0.0159 7 38 LIVE 0.0068 7 39 LIVE 0.0057 7 30 LIVE 0.0076 7 29 LIVE 0.0063 8 39 DEAD 0.0153 8 40 DEAD 0.0218

S22Top Kip/in2 0.0114 0.0041 0.0066 0.0086 0.0051 0.0013 0.0023 0.0039 0.0031 0.0021 4.771E-04 0.0039 0.0011 7.811E-04 1.173E-04 0.0015 0.0035 2.997E-04 -9.727E-04 0.0043 0.0014 1.216E-04 -4.654E-04 0.0017 0.0040 -0.0017 8.647E-04 0.0038 0.0016 -7.685E-04 3.793E-04 0.0015 0.0025 0.0098

S12Top Kip/in2 0.0066 4.839E-04 0.0048 0.0109 0.0027 -2.846E-04 0.0017 0.0046 0.0015 1.371E-04 -4.173E-04 9.033E-04 5.043E-04 1.118E-05 -2.252E-04 2.679E-04 -6.893E-05 -2.347E-05 1.031E-04 5.762E-05 -1.028E-04 -6.739E-05 1.968E-05 -1.571E-05 -6.484E-04 -4.746E-04 0.0013 0.0011 -3.341E-04 -2.737E-04 5.073E-04 4.469E-04 0.0027 0.0089

Table 27: Element Stresses - Area Shells, Part 1 of 3 Area

AreaElem

Joint

OutputCase

S11Top Kip/in2

S22Top Kip/in2

S12Top Kip/in2

8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15

8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15

31 30 39 40 31 30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12 20 19 11 12 19 18 10 11 19

DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE

0.0056 0.0194 0.0060 0.0089 4.094E-04 0.0081 0.0149 0.0044 -0.0218 -0.0230 0.0065 9.021E-04 -0.0092 -0.0100 0.0167 0.0156 -0.0249 -0.0232 0.0069 0.0063 -0.0099 -0.0093 0.0072 0.0225 -0.0321 -0.0330 0.0019 0.0096 -0.0136 -0.0134 0.0034 -0.0126 -0.0134 -0.0214 0.0031 -0.0053 -0.0052 -0.0087 -0.0129 -0.0084 -0.0153 -0.0133 -0.0054 -0.0033 -0.0061 -0.0052 -0.0089 -0.0074 -0.0140 -0.0152 -0.0035 -0.0029 -0.0055 -0.0060 -0.0079 -0.0080 -0.0177 -0.0138 -0.0031

-0.0036 0.0066 8.221E-04 0.0043 -0.0017 0.0026 -3.383E-04 -0.0449 0.0011 0.0153 6.104E-04 -0.0224 -0.0014 0.0060 0.0145 0.0134 4.183E-04 -8.839E-04 0.0067 0.0062 4.683E-04 -8.500E-06 -0.0262 0.0211 -0.0218 -0.0457 -0.0146 0.0095 -0.0084 -0.0194 4.120E-04 -0.0042 -0.0025 -0.0133 3.436E-04 -0.0016 -8.409E-04 -0.0057 -0.0055 -0.0015 -0.0050 -0.0020 -0.0023 -5.960E-04 -0.0020 -7.421E-04 -0.0040 -0.0015 -0.0038 -0.0046 -0.0015 -5.905E-04 -0.0015 -0.0019 -0.0040 -0.0014 -0.0054 -0.0027 -0.0016

0.0037 -0.0025 0.0012 0.0034 0.0013 -9.535E-04 -0.0241 -0.0267 -0.0153 -0.0127 -0.0094 -0.0106 -0.0059 -0.0047 -0.0255 -0.0163 -0.0070 -0.0161 -0.0103 -0.0061 -0.0023 -0.0065 -0.0162 -0.0194 -0.0080 -0.0047 -0.0061 -0.0080 -0.0032 -0.0012 -0.0071 -7.230E-04 -0.0058 -0.0122 -0.0026 -3.513E-04 -0.0025 -0.0047 -0.0045 -0.0042 -0.0024 -0.0027 -0.0018 -0.0017 -9.216E-04 -0.0010 -0.0032 -0.0030 -0.0032 -0.0034 -0.0013 -0.0012 -0.0013 -0.0013 -0.0035 -0.0036 -0.0031 -0.0029 -0.0014


AreaElem

Joint

OutputCase

S11Top Kip/in2

S22Top Kip/in2

S12Top Kip/in2

15 15 15 16 16 16 16 16 16 16 16

15 15 15 16 16 16 16 16 16 16 16

18 10 11 18 10 9 17 18 10 9 17

LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE

-0.0032 -0.0070 -0.0055 -0.0237 -0.0144 -0.0012 -5.183E-04 -0.0092 -0.0054 -4.758E-04 -2.019E-04

-5.549E-04 -0.0021 -0.0011 -0.0043 -0.0025 -0.0061 -0.0026 -0.0017 -9.302E-04 -0.0024 -0.0010

-0.0014 -0.0012 -0.0011 0.0043 0.0070 0.0047 0.0021 0.0017 0.0027 0.0018 8.338E-04

S22Bot Kip/in2 3.102E-04 0.0058 0.0043 0.0042 -5.913E-04 0.0025 0.0019 9.815E-04 4.698E-04 0.0030 0.0037 -0.0012 1.645E-04 0.0011 0.0014 -5.750E-04 -6.108E-04 0.0026 0.0039 -0.0013 -3.067E-04 9.188E-04 0.0015 -6.398E-04 -7.915E-04 0.0045 0.0022 -2.925E-04 -3.869E-04 0.0018 7.579E-04 -1.938E-04 0.0060 5.939E-04 0.0130 8.303E-04 0.0024 -3.005E-04 0.0052

S12Bot Kip/in2 0.0079 -0.0020 0.0023 0.0122 0.0034 -0.0014 5.170E-04 0.0053 0.0016 8.900E-04 4.087E-04 0.0011 5.163E-04 3.424E-04 1.398E-04 3.138E-04 2.506E-04 -2.648E-04 -2.370E-04 2.784E-04 4.674E-05 -1.746E-04 -1.378E-04 8.362E-05 -0.0019 -3.402E-05 0.0023 3.785E-04 -9.072E-04 -8.498E-05 9.692E-04 1.469E-04 0.0079 0.0073 -2.544E-04 3.131E-04 0.0035 0.0028 -5.500E-04

Table 27: Element Stresses - Area Shells, Part 2 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination'

Area 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8

Table 27: Element Stresses - Area Shells, Part 2 of 3 AreaElem Joint OutputCase S11Bot Kip/in2 4 35 DEAD 0.0206 4 36 DEAD 0.0096 4 27 DEAD 0.0119 4 26 DEAD 0.0084 4 35 LIVE 0.0085 4 36 LIVE 0.0035 4 27 LIVE 0.0048 4 26 LIVE 0.0023 5 36 DEAD 0.0085 5 37 DEAD 0.0142 5 28 DEAD 0.0136 5 27 DEAD 0.0108 5 36 LIVE 0.0030 5 37 LIVE 0.0054 5 28 LIVE 0.0051 5 27 LIVE 0.0043 6 37 DEAD 0.0135 6 38 DEAD 0.0135 6 29 DEAD 0.0147 6 28 DEAD 0.0126 6 37 LIVE 0.0051 6 38 LIVE 0.0051 6 29 LIVE 0.0057 6 28 LIVE 0.0047 7 38 DEAD 0.0128 7 39 DEAD 0.0131 7 30 DEAD 0.0093 7 29 DEAD 0.0139 7 38 LIVE 0.0048 7 39 LIVE 0.0051 7 30 LIVE 0.0031 7 29 LIVE 0.0054 8 39 DEAD 0.0133 8 40 DEAD 0.0167 8 31 DEAD 0.0326 8 30 DEAD 0.0090 8 39 LIVE 0.0052 8 40 LIVE 0.0060 8 31 LIVE 0.0143


AreaElem

Joint

OutputCase

S11Bot Kip/in2

S22Bot Kip/in2

S12Bot Kip/in2

8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16

8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16

30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12 20 19 11 12 19 18 10 11 19 18 10 11 18 10

LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD

0.0030 -0.0174 -0.0050 0.0327 0.0320 -0.0075 -0.0012 0.0134 0.0135 -0.0125 -0.0110 0.0302 0.0280 -0.0052 -0.0044 0.0119 0.0112 9.865E-04 -0.0162 0.0268 0.0295 0.0014 -0.0070 0.0115 0.0121 -0.0406 -0.0132 -0.0127 -0.0160 -0.0174 -0.0048 -0.0049 -0.0057 -0.0123 -0.0193 -0.0124 -0.0119 -0.0044 -0.0075 -0.0047 -0.0046 -0.0188 -0.0182 -0.0117 -0.0125 -0.0073 -0.0070 -0.0044 -0.0047 -0.0177 -0.0243 -0.0145 -0.0117 -0.0068 -0.0094 -0.0055 -0.0044 -0.0085 -0.0184

2.722E-04 -0.0189 0.0260 0.0374 0.0228 -0.0087 0.0145 0.0163 0.0087 -0.0095 -0.0083 0.0079 0.0091 -0.0046 -0.0041 0.0029 0.0033 0.0489 0.0013 -0.0139 0.0104 0.0240 -2.251E-04 -0.0053 0.0058 -0.0136 -0.0067 -0.0094 -8.775E-04 -0.0055 -0.0027 -0.0038 1.795E-04 -0.0021 -0.0066 -0.0030 -0.0054 -7.418E-04 -0.0026 -0.0011 -0.0022 -0.0039 -0.0060 -0.0038 -0.0034 -0.0015 -0.0023 -0.0015 -0.0013 -0.0034 -0.0073 -0.0027 -0.0041 -0.0013 -0.0028 -0.0010 -0.0015 -0.0039 -0.0086

1.029E-04 -0.0181 -0.0125 -8.715E-04 -0.0064 -0.0075 -0.0046 3.337E-04 -0.0025 -0.0143 -0.0254 -0.0165 -0.0053 -0.0052 -0.0104 -0.0068 -0.0016 -0.0298 -0.0280 -0.0150 -0.0168 -0.0119 -0.0109 -0.0055 -0.0066 -0.0029 -0.0033 -0.0115 -0.0110 -7.140E-04 -0.0014 -0.0049 -0.0043 -0.0055 -0.0036 -0.0012 -0.0030 -0.0023 -0.0015 -3.667E-04 -0.0012 -0.0032 -0.0033 -0.0035 -0.0034 -0.0013 -0.0013 -0.0014 -0.0013 -0.0031 -0.0035 -0.0026 -0.0022 -0.0012 -0.0014 -9.931E-04 -8.333E-04 0.0024 0.0040


AreaElem

Joint

OutputCase

S11Bot Kip/in2

S22Bot Kip/in2

S12Bot Kip/in2

16 16 16 16 16 16

16 16 16 16 16 16

9 17 18 10 9 17

DEAD DEAD LIVE LIVE LIVE LIVE

2.751E-04 1.373E-04 -0.0034 -0.0073 1.074E-04 5.333E-05

0.0014 6.865E-04 -0.0015 -0.0034 5.369E-04 2.666E-04

0.0026 8.985E-04 9.245E-04 0.0016 9.994E-04 3.509E-04

Table 27: Element Stresses - Area Shells, Part 3 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 27: Element Stresses - Area Shells, Part 3 of 3 Area

AreaElem

Joint

OutputCase

4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9

4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9

35 36 27 26 35 36 27 26 36 37 28 27 36 37 28 27 37 38 29 28 37 38 29 28 38 39 30 29 38 39 30 29 39 40 31 30 39 40 31 30 41 32 31 40

DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD

S13Avg Kip/in2 3.674E-04 -9.368E-05 -9.368E-05 3.674E-04 1.870E-04 -5.069E-05 -5.069E-05 1.870E-04 -7.338E-05 1.948E-05 1.948E-05 -7.338E-05 -3.966E-05 1.105E-05 1.105E-05 -3.966E-05 2.467E-05 -4.107E-05 -4.107E-05 2.467E-05 1.298E-05 -2.063E-05 -2.063E-05 1.298E-05 -2.195E-05 1.323E-04 1.323E-04 -2.195E-05 -1.189E-05 6.652E-05 6.652E-05 -1.189E-05 9.571E-05 -5.482E-04 -5.482E-04 9.571E-05 5.056E-05 -2.843E-04 -2.843E-04 5.056E-05 -0.0013 -8.847E-04 -8.847E-04 -0.0013

S23Avg Kip/in2 7.423E-05 7.423E-05 1.275E-05 1.275E-05 3.956E-05 3.956E-05 1.487E-05 1.487E-05 1.949E-05 1.949E-05 4.734E-05 4.734E-05 6.776E-06 6.776E-06 1.910E-05 1.910E-05 3.853E-05 3.853E-05 6.178E-05 6.178E-05 1.504E-05 1.504E-05 2.576E-05 2.576E-05 5.502E-05 5.502E-05 2.239E-05 2.239E-05 2.199E-05 2.199E-05 7.670E-06 7.670E-06 -3.450E-05 -3.450E-05 1.682E-04 1.682E-04 -1.614E-05 -1.614E-05 7.285E-05 7.285E-05 0.0014 0.0014 4.529E-04 4.529E-04


AreaElem

Joint

OutputCase

S13Avg Kip/in2

S23Avg Kip/in2

9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16

9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16

41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12 20 19 11 12 19 18 10 11 19 18 10 11 18 10 9 17 18 10 9

LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE

-5.302E-04 -3.291E-04 -3.291E-04 -5.302E-04 -0.0014 -0.0014 -0.0014 -0.0014 -5.656E-04 -5.628E-04 -5.628E-04 -5.656E-04 -0.0010 -0.0015 -0.0015 -0.0010 -3.640E-04 -6.159E-04 -6.159E-04 -3.640E-04 -8.244E-04 -6.150E-05 -6.150E-05 -8.244E-04 -3.881E-04 -1.459E-05 -1.459E-05 -3.881E-04 -4.510E-06 -2.101E-04 -2.101E-04 -4.510E-06 9.637E-06 -8.556E-05 -8.556E-05 9.637E-06 -2.011E-04 -2.103E-04 -2.103E-04 -2.011E-04 -8.261E-05 -8.314E-05 -8.314E-05 -8.261E-05 -1.894E-04 -3.114E-04 -3.114E-04 -1.894E-04 -7.507E-05 -1.243E-04 -1.243E-04 -7.507E-05 -2.996E-04 -2.996E-04 1.789E-05 1.789E-05 -1.199E-04 -1.199E-04 6.940E-06

7.284E-04 7.284E-04 2.335E-04 2.335E-04 1.842E-05 1.842E-05 -5.859E-06 -5.859E-06 7.812E-06 7.812E-06 -1.871E-06 -1.871E-06 -0.0015 -0.0015 -7.890E-04 -7.890E-04 -7.756E-04 -7.756E-04 -3.595E-04 -3.595E-04 1.150E-04 1.150E-04 -6.359E-05 -6.359E-05 5.095E-05 5.095E-05 -2.831E-05 -2.831E-05 -6.045E-05 -6.045E-05 2.007E-05 2.007E-05 -2.554E-05 -2.554E-05 8.099E-06 8.099E-06 -2.661E-05 -2.661E-05 -6.742E-06 -6.742E-06 -1.022E-05 -1.022E-05 -3.214E-06 -3.214E-06 -4.371E-05 -4.371E-05 1.793E-05 1.793E-05 -1.708E-05 -1.708E-05 6.850E-06 6.850E-06 1.776E-06 6.380E-05 6.380E-05 1.776E-06 1.356E-06 2.579E-05 2.579E-05


AreaElem

Joint

OutputCase

16

16

17

LIVE

S13Avg Kip/in2 6.940E-06

S23Avg Kip/in2 1.356E-06

11. Material take-off This section provides a material take-off.

Table 28: Material List 2 - By Section Property Section v20x20 c25X40 LOSA

Table 28: Material List 2 - By Section Property ObjectType NumPieces TotalLength in Frame Frame Area

51 11

TotalWeight Kip

4530.349 914.173

24.354 12.286 38.040

12. Design preferences This section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items.

12.1. Steel design Table 29: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 FrameType Moment Frame

Table 29: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 PatLLF SRatioLimit PhiB PhiC PhiT 0.750000

0.950000

0.900000

0.850000

0.900000

PhiV 0.900000

Table 29: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 Table 29: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 DLRat

SDLAndLLRat

LLRat

TotalRat

NetRat

120.000000

120.000000

360.000000

240.000000

240.000000

12.2. Concrete design Table 30: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Table 30: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 MinEccen No

PatLLF

UFLimit

SeisCat

0.750000

0.950000

D

PhiT 0.900000

PhiCA 0.900000

Table 30: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Table 30: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 PhiCTied

PhiCSpiral

PhiV

PhiVSeismi c

PhiVJoint

0.650000

0.700000

0.750000

0.600000

0.850000

12.3. Aluminum design Table 31: Preferences - Aluminum Design - AA-ASD 2000 Table 31: Preferences - Aluminum Design - AA-ASD 2000 FrameType Moment Frame

SRatioLimit

LatFact

UseLatFact

1.000000

1.333333

No

12.4. Cold formed design Table 32: Preferences - Cold Formed Design - AISI-ASD96 FrameType

Braced Frame

SRatioLim it 1.000000

Table 32: Preferences - Cold Formed Design - AISI-ASD96 OmegaBU OmegaBL OmegaVN OmegaBS OmegaVS S TB S 1.670000

1.670000

1.670000

1.670000

1.500000

OmegaT

OmegaC

1.670000

1.800000

13. Design overwrites This section provides the design overwrites for each type of design, which are assigned to individual members of the structure.

13.1. Concrete design Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Frame

DesignSect

FrameType

RLLF

XLMajor

XLMinor

8

Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined

Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

9 10 11 12 13

XKMajor

XKMinor

Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Frame

DesignSect

FrameType

RLLF

XLMajor

XLMinor

15

Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined

Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

16 17 18 19 20 23 24 25 26 27 28 31 32 33 34 35 36 41 42 43 44 46 47 48 49 53 54 55 56 57 59

XKMajor

XKMinor

Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Frame

DesignSect

FrameType

RLLF

XLMajor

XLMinor

60

Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined

Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

61 66 67 68 69 70 71 73 74 75 76 77 3 4 5 6 7 14 38 39 45 50 51

XKMajor

XKMinor

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

0.000000

Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Frame 8 9 10 11 12 13 15 16

CmMajor

CmMinor

DnsMajor

DnsMinor

DsMajor

DsMinor

Diseño Estructural - Rampa

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