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 EMPLEADOS •

• •

DE

DISEÑO2.1.

CARACTERÍSTICAS

DE

LOS

MATERIALES

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 PSEUDO-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, and element connectivity.

Figure 1: Finite element model

1.1. Joint coordinates Table 1: Joint Coordinates Joint

CoordSys

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

Table 1: Joint Coordinates CoordType GlobalX in Cartesian 207.874 Cartesian 320.472 Cartesian 433.071 Cartesian 545.669 Cartesian 658.268 Cartesian 770.866 Cartesian 812.205 Cartesian 207.874 Cartesian 320.472 Cartesian 433.071 Cartesian 545.669 Cartesian 658.268 Cartesian 770.866 Cartesian 812.205

GlobalY in 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

GlobalZ in 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

Joint

CoordSys

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

Table 1: Joint Coordinates CoordType GlobalX in Cartesian 207.874 Cartesian 320.472 Cartesian 433.071 Cartesian 545.669 Cartesian 658.268 Cartesian 770.866 Cartesian 812.204 Cartesian 207.874 Cartesian 320.472 Cartesian 433.071 Cartesian 545.669 Cartesian 658.268 Cartesian 770.866 Cartesian 812.204 Cartesian 207.874 Cartesian 320.472 Cartesian 433.071 Cartesian 545.669 Cartesian 658.268 Cartesian 770.866 Cartesian 770.866 Cartesian 658.268 Cartesian 545.669 Cartesian 433.071 Cartesian 320.472

GlobalY in 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

GlobalZ in 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

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

1.3. Element connectivity

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

R2

R3

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

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

Table 3: Connectivity - Frame Frame 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

Table 3: Connectivity - Frame JointI JointJ 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

Length in 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

Frame 73 74 75 76 77

Table 3: Connectivity - Frame JointI JointJ 22 21 20 19 18

55 56 57 58 59

Length in 68.898 55.512 41.732 27.559 13.386

Table 4: Frame Section Assignments Frame 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

Table 4: Frame Section Assignments AnalSect DesignSect 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

MatProp 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

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

Table 4: Frame Section Assignments AnalSect DesignSect 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

MatProp Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default

Table 5: Connectivity - Area Area 4 5 6 7 8 9 10 11 12 13 14 15 16

Table 5: Connectivity - Area Joint1 Joint2 Joint3 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

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

Joint4 26 27 28 29 30 40 31 22 14 13 12 11 17

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

Table 7: Material Properties 02 - Basic Mechanical Properties Material 4000Psi A615Gr60 A992Fy50

Table 7: Material Properties 02 - Basic Mechanical Properties UnitWeight UnitMass E1 G12 U12 Kip/in3 Kip-s2/in4 Kip/in2 Kip/in2 8.6705E-05 2.2457E-07 3555.836 1481.598 0.200000 2.8356E-04 7.3446E-07 29000.000 2.8356E-04 7.3446E-07 29000.000 11153.846 0.300000

A1 1/F 5.5000E-06 6.5000E-06 6.5000E-06

Table 8: Material Properties 03a - Steel Data Table 8: Material Properties 03a - Steel Data Material Fy Fu FinalSlope Kip/in2 Kip/in2 A992Fy50 50.000 65.000 -0.100000

Table 9: Material Properties 03b - Concrete Data Table 9: Material Properties 03b - Concrete Data Material Fc FinalSlope Kip/in2 4000Psi 2.987 -0.100000

Table 10: Material Properties 03e - Rebar Data Table 10: Material Properties 03e - Rebar Data Material Fy Fu FinalSlope Kip/in2 Kip/in2 A615Gr60 60.000 90.000 -0.100000

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 SectionName

Material

c25X40 v20x20

4000Psi 4000Psi

Table 11: Frame Section Properties 01 - General, Part 1 of 3 t3 t2 Area TorsConst in in in2 in4 Rectangular 15.7480 9.8425 155.00 3059.48 Rectangular 7.8740 7.8740 62.00 541.37 Shape

I33 in4 3203.35 320.33

I22 in4 1251.31 320.33

Table 11: Frame Section Properties 01 - General, Part 2 of 3 SectionName c25X40 v20x20

Table 11: Frame Section Properties 01 - General, Part 2 of 3 S33 S22 Z33 Z22 R33 in3 in3 in3 in3 in 406.82 254.27 610.24 381.40 4.5461 81.36 81.36 122.05 122.05 2.2730

R22 in 2.8413 2.2730

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

AMod

Table 11: Frame Section Properties 01 - General, Part 3 of 3 A2Mod A3Mod JMod I2Mod I3Mod

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

1.000000 1.000000

MMod

WMod

1.000000 1.000000

1.000000 1.000000

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

c25X40

Table 12: Frame Section Properties 02 - Concrete Column, Part 1 of 2 RebarMatL RebarMatC ReinfConfig LatReinf Cover

A615Gr60

A615Gr60

Rectangular

Ties

NumBars3D ir

NumBars2D ir

3

3

in 1.5000

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 SpacingC NumCBars2 NumCBars3 in c25X40 #9 #4 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 TopCover BotCover in in v20x20 A615Gr60 A615Gr60 1.5748 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 0.0000 0.0000 0.0000 0.0000

3.2. Areas

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

Material

AreaType

Type

LOSA

4000Psi

Shell

Shell-Thin

Table 14: Area Section Properties, Part 1 of 2 DrillDOF Thickness BendThick F11Mod in in Yes 7.8740 7.8740 1.000000

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

Table 14: Area Section Properties, Part 2 of 2 M12Mod V13Mod V23Mod MMod 1.000000

1.000000

1.000000

1.000000

WMod 1.000000

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

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

Table 15: Load Pattern Definitions DesignType SelfWtMult DEAD LIVE

AutoLoad

1.000000 1.000000

5. Load cases This section provides load case information.

5.1. Definitions Table 16: Load Case Definitions Table 16: Load Case Definitions InitialCond ModalCase

Case

Type

DEAD MODAL LIVE

LinStatic LinModal LinStatic

Zero Zero Zero

5.2. Static case load assignments

BaseCase

F22Mod

1.000000

Table 17: Case - Static 1 - Load Assignments Case

Table 17: Case - Static 1 - Load Assignments 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 Period Accel FuncDamp Sec UNIFRS 0.000000 1.000000 0.050000 UNIFRS 1.000000 1.000000

6. Load combinations This section provides load combination information.

Table 19: Combination Definitions ComboName DCON1 DCON2 DCON2

Table 19: Combination Definitions ComboType CaseName 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 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 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

Table 20: Assembled Joint Masses U2 U3 R1 Kip-s2/in Kip-s2/in Kip-in-s2 0.0031 0.0031 0.000 0.0060 0.0060 0.000 0.0060 0.0060 0.000 0.0060 0.0060 0.000 0.0060 0.0060 0.000 0.0042 0.0042 0.000 0.0013 0.0013 0.000 0.0039 0.0039 0.000 0.0062 0.0062 0.000 0.0065 0.0065 0.000 0.0067 0.0067 0.000 0.0070 0.0070 0.000 0.0087 0.0087 0.000 0.0046 0.0046 0.000 0.0058 0.0058 0.000 0.0084 0.0084 0.000 0.0082 0.0082 0.000 0.0079 0.0079 0.000 0.0077 0.0077 0.000 0.0090 0.0090 0.000 0.0046 0.0046 0.000 0.0032 0.0032 0.000 0.0060 0.0060 0.000

R2 Kip-in-s2 0.000 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

R3 Kip-in-s2 0.000 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

Joint 37 38 39 40 41 48 49 50 51 52 53 55 56 57 58 59

U1 Kip-s2/in 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

Table 20: Assembled Joint Masses U2 U3 R1 Kip-s2/in Kip-s2/in Kip-in-s2 0.0060 0.0060 0.000 0.0060 0.0060 0.000 0.0060 0.0060 0.000 0.0042 0.0042 0.000 0.0013 0.0013 0.000 0.0034 0.0034 0.000 0.0040 0.0040 0.000 0.0037 0.0037 0.000 0.0035 0.0035 0.000 0.0032 0.0032 0.000 0.0031 0.0031 0.000 0.0029 0.0029 0.000 0.0025 0.0025 0.000 0.0023 0.0023 0.000 0.0020 0.0020 0.000 0.0018 0.0018 0.000

R2 Kip-in-s2 0.000 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

R3 Kip-in-s2 0.000 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 OutputCase

StepNum

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

Table 21: Modal Participating Mass Ratios Period UX UY UZ Sec 0.012344 0.4343 0.4343 0.4343 0.012025 0.1851 0.1851 0.1851 0.010891 0.0089 0.0089 0.0089 0.010496 0.0086 0.0086 0.0086 0.009798 0.0286 0.0286 0.0286 0.009197 3.748E-06 3.748E-06 3.748E-06 0.008686 0.0021 0.0021 0.0021 0.007862 0.1048 0.1048 0.1048 0.007131 0.0476 0.0476 0.0476 0.006543 8.059E-04 8.059E-04 8.059E-04 0.006445 0.0450 0.0450 0.0450 0.005758 0.0108 0.0108 0.0108

SumUX

SumUY

SumUZ

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'

OutputCase DEAD LIVE

GlobalFX Kip 1.669 0.646

Table 22: Base Reactions GlobalFY GlobalFZ GlobalMX Kip Kip Kip-in -3.803 179.458 19891.909 -1.497 74.049 8284.792

GlobalMY Kip-in -94141.744 -38744.651

GlobalMZ Kip-in -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'

Joint

OutputCase

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

U1 in 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

Table 23: Joint Displacements U2 U3 in in 0.000000 0.000000 0.000000 0.000000 0.000298 -0.000696 0.000116 -0.000271 0.000400 -0.000935 0.000156 -0.000365 0.000552 -0.001292 0.000216 -0.000506 0.000705 -0.001650 0.000278 -0.000650 0.001146 -0.002681 0.000451 -0.001055 0.001466 -0.003431 0.000574 -0.001343 0.000000 0.000000 0.000000 0.000000 0.000120 -0.000280 0.000047 -0.000109 0.000259 -0.000607 0.000102 -0.000238 0.000401 -0.000938 0.000158 -0.000369 0.000567 -0.001328 0.000224 -0.000525 0.000945 -0.002210 0.000374 -0.000875 0.001589 -0.003718 0.000625 -0.001462 0.001094 -0.002559 0.000452 -0.001058 0.001397 -0.003269 0.000566 -0.001325 0.001305 -0.003054 0.000525 -0.001229 0.001156 -0.002704 0.000463 -0.001084 0.001036 -0.002423 0.000414 -0.000968 0.001129 -0.002642 0.000448 -0.001048 0.001695 -0.003965 0.000668 -0.001562 0.001271 -0.002974 0.000522 -0.001221 0.001524 -0.003566 0.000616 -0.001441 0.001475 -0.003452 0.000592 -0.001384 0.001325 -0.003100 0.000529 -0.001238

R1 Radians 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

R2 Radians 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

R3 Radians 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

Joint

OutputCase

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

U1 in 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

Table 23: Joint Displacements U2 U3 in in 0.001192 -0.002789 0.000475 -0.001111 0.001340 -0.003136 0.000530 -0.001239 0.001586 -0.003710 0.000622 -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 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

R1 Radians -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

R2 Radians 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

R3 Radians 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

M1 Kip-in -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

M2 Kip-in -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

M3 Kip-in 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 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination'

Joint

OutputCase

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

F1 Kip -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

Table 24: Joint Reactions F2 F3 Kip Kip 5.767 4.617 2.259 1.814 -3.161 3.958 -1.227 1.618 2.566E-04 11.890 3.484E-04 5.147 -0.016 16.075 -6.690E-03 6.805 -0.015 16.377 -5.962E-03 6.872 -0.021 16.169 -8.515E-03 6.749 -0.020 16.352 -7.095E-03 6.783 -0.097 19.795 -0.044 8.105 -0.097 19.912 -0.031 8.113 -0.227 15.138 -0.093 6.186 -0.309 14.153

Joint

OutputCase

57 58 58 59 59

LIVE DEAD LIVE DEAD LIVE

F1 Kip 0.012 0.025 0.010 0.031 0.013

Table 24: Joint Reactions F2 F3 Kip Kip -0.122 5.758 -0.574 13.710 -0.228 5.542 -1.228 12.914 -0.486 5.188

M1 Kip-in 2.372 7.342 2.898 7.154 2.796

9. Frame results This section provides frame force results.

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

Frame 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

Table 25: Element Forces - Frames, Part 1 of 2 Station OutputCase P V2 in Kip Kip 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121

V3 Kip 0.000 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

M2 Kip-in 0.067 -0.131 -0.050 -0.635 -0.249

M3 Kip-in -0.034 -0.090 -0.036 -0.159 -0.063

Frame 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

Table 25: Element Forces - Frames, Part 1 of 2 Station OutputCase P V2 in Kip Kip 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD -0.213 -0.610 56.696 DEAD -0.141 -4.431E-03 113.391 DEAD -0.069 0.601 0.000 LIVE -0.091 -0.304 56.696 LIVE -0.055 -1.727E-03 113.391 LIVE -0.019 0.301 0.000 DEAD -0.128 -0.604 56.743 DEAD -0.052 1.359E-03 113.487 DEAD 0.025 0.607 0.000 LIVE -0.058 -0.302 56.743 LIVE -0.020 5.123E-04 113.487 LIVE 0.018 0.303 0.000 DEAD -0.153 -0.606 56.743 DEAD -0.077 -3.696E-04 113.487 DEAD -8.232E-04 0.605 0.000 LIVE -0.069 -0.303 56.743 LIVE -0.030 -1.785E-04 113.487 LIVE 7.612E-03 0.302 0.000 DEAD -0.149 -0.603 56.719 DEAD -0.075 1.820E-03 113.438 DEAD -6.801E-04 0.607 0.000 LIVE -0.067 -0.302 56.719 LIVE -0.030 7.540E-04 113.438 LIVE 7.080E-03 0.303 0.000 DEAD -0.281 -0.612 56.696 DEAD -0.209 -6.516E-03 113.391 DEAD -0.137 0.599 0.000 LIVE -0.118 -0.306 56.696 LIVE -0.082 -2.961E-03 113.391 LIVE -0.046 0.300 0.000 DEAD 0.056 -0.304 20.669 DEAD 0.056 -0.082 41.339 DEAD 0.056 0.140 0.000 LIVE 0.021 -0.146 20.669 LIVE 0.021 -0.035 41.339 LIVE 0.021 0.076 0.000 DEAD 0.000 -0.698 21.654 DEAD 0.000 -0.466

V3 Kip 0.000 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

Frame 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

Table 25: Element Forces - Frames, Part 1 of 2 Station OutputCase P V2 in Kip Kip 43.307 DEAD 0.000 -0.233 64.961 DEAD 0.000 9.159E-16 86.614 DEAD 0.000 0.233 108.268 DEAD 0.000 0.466 129.921 DEAD 0.000 0.698 0.000 LIVE 0.000 -0.349 21.654 LIVE 0.000 -0.233 43.307 LIVE 0.000 -0.116 64.961 LIVE 0.000 4.441E-16 86.614 LIVE 0.000 0.116 108.268 LIVE 0.000 0.233 129.921 LIVE 0.000 0.349 0.000 DEAD -0.129 -0.607 56.696 DEAD -0.057 -2.054E-03 113.391 DEAD 0.015 0.603 0.000 LIVE -0.058 -0.303 56.696 LIVE -0.022 -7.986E-04 113.391 LIVE 0.014 0.302 0.000 DEAD -0.147 -0.607 56.743 DEAD -0.070 -1.867E-03 113.487 DEAD 5.734E-03 0.603 0.000 LIVE -0.066 -0.303 56.743 LIVE -0.028 -7.319E-04 113.487 LIVE 0.010 0.302 0.000 DEAD -0.148 -0.607 56.743 DEAD -0.071 -1.543E-03 113.487 DEAD 4.786E-03 0.604 0.000 LIVE -0.066 -0.303 56.743 LIVE -0.028 -6.045E-04 113.487 LIVE 9.774E-03 0.302 0.000 DEAD -0.156 -0.607 56.719 DEAD -0.082 -2.188E-03 113.438 DEAD -7.507E-03 0.603 0.000 LIVE -0.070 -0.304 56.719 LIVE -0.033 -8.788E-04 113.438 LIVE 4.481E-03 0.302 0.000 DEAD -0.251 -0.604 56.696 DEAD -0.179 1.006E-03 113.391 DEAD -0.107 0.606 0.000 LIVE -0.107 -0.302 56.696 LIVE -0.071 2.209E-04 113.391 LIVE -0.035 0.303 0.000 DEAD 0.112 -0.287 20.669 DEAD 0.112 -0.065 41.339 DEAD 0.112 0.158 0.000 LIVE 0.044 -0.137 20.669 LIVE 0.044 -0.025 41.339 LIVE 0.044 0.086 0.000 DEAD 0.268 -0.606 56.743 DEAD 0.191 -3.651E-04 113.487 DEAD 0.115 0.605 0.000 LIVE 0.110 -0.302 56.743 LIVE 0.072 2.959E-04 113.487 LIVE 0.034 0.303 0.000 DEAD 0.018 -0.602 56.719 DEAD -0.056 3.122E-03 113.438 DEAD -0.131 0.608 0.000 LIVE 0.012 -0.301 56.719 LIVE -0.025 1.297E-03

V3 Kip 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

Frame 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

Table 25: Element Forces - Frames, Part 1 of 2 Station OutputCase P V2 in Kip Kip 113.438 LIVE -0.062 0.304 0.000 DEAD -0.018 -0.602 56.743 DEAD -0.094 3.371E-03 113.487 DEAD -0.171 0.609 0.000 LIVE -1.057E-03 -0.301 56.743 LIVE -0.039 1.381E-03 113.487 LIVE -0.077 0.304 0.000 DEAD 4.329E-04 -0.603 56.743 DEAD -0.076 2.415E-03 113.487 DEAD -0.152 0.608 0.000 LIVE 6.751E-03 -0.302 56.743 LIVE -0.031 9.891E-04 113.487 LIVE -0.069 0.304 0.000 DEAD 0.121 -0.600 56.650 DEAD 0.053 5.256E-03 113.301 DEAD -0.014 0.611 0.000 LIVE 0.053 -0.301 56.650 LIVE 0.020 1.911E-03 113.301 LIVE -0.014 0.305 0.000 DEAD 0.099 -0.285 20.669 DEAD 0.099 -0.063 41.339 DEAD 0.099 0.159 0.000 LIVE 0.038 -0.137 20.669 LIVE 0.038 -0.026 41.339 LIVE 0.038 0.086 0.000 DEAD 0.236 -0.600 56.743 DEAD 0.160 5.449E-03 113.487 DEAD 0.083 0.611 0.000 LIVE 0.098 -0.300 56.743 LIVE 0.060 2.864E-03 113.487 LIVE 0.021 0.306 0.000 DEAD 0.044 -0.604 56.719 DEAD -0.030 1.006E-03 113.438 DEAD -0.104 0.606 0.000 LIVE 0.022 -0.302 56.719 LIVE -0.015 3.170E-04 113.438 LIVE -0.052 0.303 0.000 DEAD -0.019 -0.603 56.743 DEAD -0.095 2.242E-03 113.487 DEAD -0.171 0.608 0.000 LIVE -1.274E-03 -0.302 56.743 LIVE -0.039 8.745E-04 113.487 LIVE -0.077 0.304 0.000 DEAD -7.483E-03 -0.602 56.743 DEAD -0.084 3.724E-03 113.487 DEAD -0.160 0.609 0.000 LIVE 3.707E-03 -0.301 56.743 LIVE -0.034 1.516E-03 113.487 LIVE -0.072 0.304 0.000 DEAD 0.152 -0.610 56.650 DEAD 0.084 -4.267E-03 113.301 DEAD 0.017 0.601 0.000 LIVE 0.065 -0.305 56.650 LIVE 0.031 -2.036E-03 113.301 LIVE -2.590E-03 0.301 0.000 DEAD 0.043 -0.295 20.669 DEAD 0.043 -0.073 41.339 DEAD 0.043 0.149 0.000 LIVE 0.016 -0.142

V3 Kip -2.260E-05 -2.067E-04 -2.067E-04 -2.067E-04 -7.709E-05 -7.709E-05 -7.709E-05 -7.793E-04 -7.793E-04 -7.793E-04 -3.286E-04 -3.286E-04 -3.286E-04 1.267E-03 1.267E-03 1.267E-03 5.012E-04 5.012E-04 5.012E-04 -0.025 -0.025 -0.025 -9.867E-03 -9.867E-03 -9.867E-03 1.172E-03 1.172E-03 1.172E-03 7.835E-04 7.835E-04 7.835E-04 -4.506E-04 -4.506E-04 -4.506E-04 -1.778E-04 -1.778E-04 -1.778E-04 -1.522E-04 -1.522E-04 -1.522E-04 -3.330E-05 -3.330E-05 -3.330E-05 6.634E-04 6.634E-04 6.634E-04 3.197E-04 3.197E-04 3.197E-04 -3.247E-03 -3.247E-03 -3.247E-03 -1.435E-03 -1.435E-03 -1.435E-03 -0.032 -0.032 -0.032 -0.014

Frame 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

Table 25: Element Forces - Frames, Part 1 of 2 Station OutputCase P V2 in Kip Kip 20.669 LIVE 0.016 -0.031 41.339 LIVE 0.016 0.080 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD 0.947 -0.205 20.669 DEAD 0.947 0.017 41.339 DEAD 0.947 0.240 0.000 LIVE 0.370 -0.102 20.669 LIVE 0.370 8.965E-03 41.339 LIVE 0.370 0.120 0.000 DEAD 0.677 -0.227 20.669 DEAD 0.677 -5.263E-03 41.339 DEAD 0.677 0.217 0.000 LIVE 0.266 -0.114 20.669 LIVE 0.266 -2.668E-03 41.339 LIVE 0.266 0.108 0.000 DEAD 0.907 -0.221 20.669 DEAD 0.907 1.373E-03 41.339 DEAD 0.907 0.224 0.000 LIVE 0.354 -0.110 20.669 LIVE 0.354 7.323E-04 41.339 LIVE 0.354 0.112 0.000 DEAD 0.902 -0.224 20.669 DEAD 0.902 -1.434E-03 41.339 DEAD 0.902 0.221 0.000 LIVE 0.352 -0.112 20.669 LIVE 0.352 -7.550E-04 41.339 LIVE 0.352 0.110 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061

V3 Kip -0.014 -0.014 0.000 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 0.046 0.046 0.046 0.021 0.021 0.021 3.808E-03 3.808E-03 3.808E-03 9.482E-04 9.482E-04 9.482E-04 -4.408E-04 -4.408E-04 -4.408E-04 -2.781E-04 -2.781E-04 -2.781E-04 -1.952E-03 -1.952E-03 -1.952E-03 -9.234E-04 -9.234E-04 -9.234E-04 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Frame 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

Table 25: Element Forces - Frames, Part 1 of 2 Station OutputCase P V2 in Kip Kip 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD 0.835 -0.217 20.669 DEAD 0.835 5.521E-03 41.339 DEAD 0.835 0.228 0.000 LIVE 0.326 -0.108 20.669 LIVE 0.326 2.905E-03 41.339 LIVE 0.326 0.114 0.000 DEAD 1.127 -0.248 20.669 DEAD 1.127 -0.026 41.339 DEAD 1.127 0.196 0.000 LIVE 0.435 -0.125 20.669 LIVE 0.435 -0.013 41.339 LIVE 0.435 0.098 0.000 DEAD -0.582 -0.298 20.669 DEAD -0.582 -0.076 41.339 DEAD -0.582 0.147 0.000 LIVE -0.243 -0.150 20.669 LIVE -0.243 -0.039 41.339 LIVE -0.243 0.072 0.000 DEAD 0.000 -0.222 20.669 DEAD 0.000 0.000 41.339 DEAD 0.000 0.222 0.000 LIVE 0.000 -0.111 20.669 LIVE 0.000 0.000 41.339 LIVE 0.000 0.111 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD 0.000 -0.605 22.520 DEAD 0.000 -0.363 45.039 DEAD 0.000 -0.121 67.559 DEAD 0.000 0.121 90.079 DEAD 0.000 0.363 112.598 DEAD 0.000 0.605 0.000 LIVE 0.000 -0.303 22.520 LIVE 0.000 -0.182 45.039 LIVE 0.000 -0.061 67.559 LIVE 0.000 0.061 90.079 LIVE 0.000 0.182 112.598 LIVE 0.000 0.303 0.000 DEAD -0.949 -0.205 20.669 DEAD -0.949 0.017 41.339 DEAD -0.949 0.239 0.000 LIVE -0.368 -0.104 20.669 LIVE -0.368 6.739E-03 41.339 LIVE -0.368 0.118 0.000 DEAD -0.749 -0.210 20.669 DEAD -0.749 0.012

V3 Kip 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

Frame 54 54 54 54 55 55 55 55 55 55 56 56 56 56 56 56 57 57 57 57 57 57 59 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

Table 25: Element Forces - Frames, Part 1 of 2 Station OutputCase P V2 in Kip Kip 41.339 DEAD -0.749 0.234 0.000 LIVE -0.290 -0.106 20.669 LIVE -0.290 4.659E-03 41.339 LIVE -0.290 0.116 0.000 DEAD -0.808 -0.210 20.669 DEAD -0.808 0.012 41.339 DEAD -0.808 0.234 0.000 LIVE -0.313 -0.106 20.669 LIVE -0.313 4.846E-03 41.339 LIVE -0.313 0.116 0.000 DEAD -0.734 -0.219 20.669 DEAD -0.734 3.524E-03 41.339 DEAD -0.734 0.226 0.000 LIVE -0.285 -0.110 20.669 LIVE -0.285 8.399E-04 41.339 LIVE -0.285 0.112 0.000 DEAD -1.072 -0.180 20.669 DEAD -1.072 0.042 41.339 DEAD -1.072 0.265 0.000 LIVE -0.412 -0.091 20.669 LIVE -0.412 0.020 41.339 LIVE -0.412 0.131 0.000 DEAD 0.654 -0.143 20.669 DEAD 0.654 0.079 41.339 DEAD 0.654 0.301 0.000 LIVE 0.273 -0.071 20.669 LIVE 0.273 0.040 41.339 LIVE 0.273 0.151 0.000 DEAD 0.210 -0.698 65.390 DEAD 0.130 5.630E-04 130.780 DEAD 0.049 0.699 0.000 LIVE 0.093 -0.349 65.390 LIVE 0.052 2.254E-04 130.780 LIVE 0.012 0.349 0.000 DEAD 0.306 -0.699 65.390 DEAD 0.226 -1.015E-03 130.780 DEAD 0.145 0.697 0.000 LIVE 0.131 -0.350 65.390 LIVE 0.091 -3.577E-04 130.780 LIVE 0.051 0.349 0.000 DEAD -7.179 0.025 76.378 DEAD -9.232 0.025 152.756 DEAD -11.285 0.025 0.000 LIVE -2.792 0.012 76.378 LIVE -3.818 0.012 152.756 LIVE -4.845 0.012 0.000 DEAD -11.139 5.617E-03 69.291 DEAD -13.002 5.617E-03 138.583 DEAD -14.864 5.617E-03 0.000 LIVE -4.337 2.095E-03 69.291 LIVE -5.268 2.095E-03 138.583 LIVE -6.199 2.095E-03 0.000 DEAD -11.812 -3.223E-03 62.402 DEAD -13.489 -3.223E-03 124.803 DEAD -15.167 -3.223E-03 0.000 LIVE -4.590 -1.442E-03 62.402 LIVE -5.428 -1.442E-03 124.803 LIVE -6.267 -1.442E-03 0.000 DEAD -11.985 -1.447E-03

V3 Kip 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

Frame 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

Table 25: Element Forces - Frames, Part 1 of 2 Station OutputCase P V2 in Kip Kip 55.315 DEAD -13.471 -1.447E-03 110.630 DEAD -14.958 -1.447E-03 0.000 LIVE -4.657 -5.417E-04 55.315 LIVE -5.400 -5.417E-04 110.630 LIVE -6.144 -5.417E-04 0.000 DEAD -12.548 -9.558E-03 48.228 DEAD -13.845 -9.558E-03 96.457 DEAD -15.141 -9.558E-03 0.000 LIVE -4.881 -4.033E-03 48.228 LIVE -5.529 -4.033E-03 96.457 LIVE -6.177 -4.033E-03 0.000 DEAD -16.237 0.121 41.929 DEAD -17.364 0.121 83.858 DEAD -18.491 0.121 0.000 LIVE -6.326 0.044 41.929 LIVE -6.890 0.044 83.858 LIVE -7.453 0.044 0.000 DEAD -16.756 0.194 34.449 DEAD -17.682 0.194 68.898 DEAD -18.608 0.194 0.000 LIVE -6.535 0.073 34.449 LIVE -6.998 0.073 68.898 LIVE -7.461 0.073 0.000 DEAD -12.435 5.483E-03 27.756 DEAD -13.181 5.484E-03 55.512 DEAD -13.927 5.485E-03 0.000 LIVE -4.835 1.859E-03 27.756 LIVE -5.208 1.859E-03 55.512 LIVE -5.581 1.860E-03 0.000 DEAD -11.821 0.030 20.866 DEAD -12.382 0.030 41.732 DEAD -12.943 0.030 0.000 LIVE -4.592 0.012 20.866 LIVE -4.872 0.012 41.732 LIVE -5.152 0.012 0.000 DEAD -11.759 0.025 13.780 DEAD -12.129 0.025 27.559 DEAD -12.500 0.025 0.000 LIVE -4.566 0.010 13.780 LIVE -4.752 0.010 27.559 LIVE -4.937 0.010 0.000 DEAD -11.343 0.031 6.693 DEAD -11.523 0.031 13.386 DEAD -11.703 0.031 0.000 LIVE -4.403 0.013 6.693 LIVE -4.493 0.013 13.386 LIVE -4.583 0.013

V3 Kip 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'

Frame 3 3 3

Table 25: Element Forces - Frames, Part 2 of 2 Station OutputCase T M2 in Kip-in Kip-in 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000

M3 Kip-in -11.359 -0.454 4.998

Frame 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 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 8 8

Table 25: Element Forces - Frames, Part 2 of 2 Station OutputCase T M2 in Kip-in Kip-in 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD 0.088 -0.150 56.696 DEAD 0.088 -3.185E-03

M3 Kip-in 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 -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 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499 2.499 -0.227 -5.680 -11.728 5.682

Frame 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 14 14 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 15 16 16 16 16 16

Table 25: Element Forces - Frames, Part 2 of 2 Station OutputCase T M2 in Kip-in Kip-in 113.391 DEAD 0.088 0.143 0.000 LIVE 0.033 -0.058 56.696 LIVE 0.033 -1.403E-03 113.391 LIVE 0.033 0.055 0.000 DEAD -0.022 -0.039 56.743 DEAD -0.022 -3.673E-04 113.487 DEAD -0.022 0.038 0.000 LIVE -8.498E-03 -0.014 56.743 LIVE -8.498E-03 -1.664E-04 113.487 LIVE -8.498E-03 0.014 0.000 DEAD 3.774E-03 -0.069 56.743 DEAD 3.774E-03 2.732E-03 113.487 DEAD 3.774E-03 0.075 0.000 LIVE 1.453E-03 -0.027 56.743 LIVE 1.453E-03 1.198E-03 113.487 LIVE 1.453E-03 0.029 0.000 DEAD -0.021 -0.032 56.719 DEAD -0.021 -0.024 113.438 DEAD -0.021 -0.015 0.000 LIVE -8.965E-03 -0.011 56.719 LIVE -8.965E-03 -0.010 113.438 LIVE -8.965E-03 -9.289E-03 0.000 DEAD 0.094 -0.190 56.696 DEAD 0.094 0.052 113.391 DEAD 0.094 0.294 0.000 LIVE 0.041 -0.079 56.696 LIVE 0.041 0.026 113.391 LIVE 0.041 0.131 0.000 DEAD -0.277 -0.889 20.669 DEAD -0.277 -0.192 41.339 DEAD -0.277 0.505 0.000 LIVE -0.094 -0.380 20.669 LIVE -0.094 -0.084 41.339 LIVE -0.094 0.212 0.000 DEAD 0.000 0.000 21.654 DEAD 0.000 0.000 43.307 DEAD 0.000 0.000 64.961 DEAD 0.000 0.000 86.614 DEAD 0.000 0.000 108.268 DEAD 0.000 0.000 129.921 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 21.654 LIVE 0.000 0.000 43.307 LIVE 0.000 0.000 64.961 LIVE 0.000 0.000 86.614 LIVE 0.000 0.000 108.268 LIVE 0.000 0.000 129.921 LIVE 0.000 0.000 0.000 DEAD 0.023 -0.061 56.696 DEAD 0.023 -8.779E-04 113.391 DEAD 0.023 0.059 0.000 LIVE 9.801E-03 -0.024 56.696 LIVE 9.801E-03 -2.301E-04 113.391 LIVE 9.801E-03 0.024 0.000 DEAD 2.284E-03 -0.068 56.743 DEAD 2.284E-03 -3.624E-04 113.487 DEAD 2.284E-03 0.068 0.000 LIVE 8.790E-04 -0.028 56.743 LIVE 8.790E-04 -1.614E-04

M3 Kip-in -11.226 -5.832 2.845 -5.636 -11.364 5.732 -11.519 -5.693 2.865 -5.751 -11.465 5.729 -11.423 -5.732 2.864 -5.712 -11.388 5.675 -11.594 -5.700 2.841 -5.785 -11.721 5.808 -10.982 -5.842 2.905 -5.506 -3.687 0.304 -0.297 -1.688 0.182 -0.245 -15.123 -2.521 5.041 7.562 5.041 -2.521 -15.123 -7.562 -1.260 2.521 3.781 2.521 -1.260 -7.562 -11.566 5.710 -11.333 -5.769 2.856 -5.678 -11.557 5.723 -11.345 -5.767 2.862

Frame 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 24 25 25 25 25 25 25 26 26 26 26 26 26 27 27 27 27 27 27 28 28 28 28

Table 25: Element Forces - Frames, Part 2 of 2 Station OutputCase T M2 in Kip-in Kip-in 113.487 LIVE 8.790E-04 0.027 0.000 DEAD 4.881E-03 -0.065 56.743 DEAD 4.881E-03 -1.504E-03 113.487 DEAD 4.881E-03 0.062 0.000 LIVE 1.590E-03 -0.026 56.743 LIVE 1.590E-03 -7.118E-04 113.487 LIVE 1.590E-03 0.025 0.000 DEAD 0.028 -0.086 56.719 DEAD 0.028 7.382E-03 113.438 DEAD 0.028 0.101 0.000 LIVE 0.013 -0.035 56.719 LIVE 0.013 3.390E-03 113.438 LIVE 0.013 0.042 0.000 DEAD -0.116 -0.059 56.696 DEAD -0.116 -0.084 113.391 DEAD -0.116 -0.109 0.000 LIVE -0.059 -0.025 56.696 LIVE -0.059 -0.034 113.391 LIVE -0.059 -0.043 0.000 DEAD -0.630 -0.873 20.669 DEAD -0.630 -0.249 41.339 DEAD -0.630 0.375 0.000 LIVE -0.297 -0.351 20.669 LIVE -0.297 -0.100 41.339 LIVE -0.297 0.151 0.000 DEAD 0.047 -0.084 56.743 DEAD 0.047 0.021 113.487 DEAD 0.047 0.126 0.000 LIVE 0.022 -0.022 56.743 LIVE 0.022 0.011 113.487 LIVE 0.022 0.044 0.000 DEAD -0.026 0.010 56.719 DEAD -0.026 0.015 113.438 DEAD -0.026 0.020 0.000 LIVE -0.011 4.910E-03 56.719 LIVE -0.011 6.192E-03 113.438 LIVE -0.011 7.474E-03 0.000 DEAD 6.651E-03 -0.015 56.743 DEAD 6.651E-03 -3.458E-03 113.487 DEAD 6.651E-03 8.272E-03 0.000 LIVE 3.380E-03 -6.085E-03 56.743 LIVE 3.380E-03 -1.710E-03 113.487 LIVE 3.380E-03 2.664E-03 0.000 DEAD -0.022 -0.035 56.743 DEAD -0.022 9.195E-03 113.487 DEAD -0.022 0.053 0.000 LIVE -0.011 -0.014 56.743 LIVE -0.011 4.343E-03 113.487 LIVE -0.011 0.023 0.000 DEAD 0.092 -0.011 56.650 DEAD 0.092 -0.082 113.301 DEAD 0.092 -0.154 0.000 LIVE 0.050 -5.130E-03 56.650 LIVE 0.050 -0.034 113.301 LIVE 0.050 -0.062 0.000 DEAD 0.764 -0.738 20.669 DEAD 0.764 -0.222 41.339 DEAD 0.764 0.295 0.000 LIVE 0.349 -0.294

M3 Kip-in -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

Frame 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

Table 25: Element Forces - Frames, Part 2 of 2 Station OutputCase T M2 in Kip-in Kip-in 20.669 LIVE 0.349 -0.090 41.339 LIVE 0.349 0.113 0.000 DEAD 0.047 0.146 56.743 DEAD 0.047 0.080 113.487 DEAD 0.047 0.013 0.000 LIVE 0.021 0.083 56.743 LIVE 0.021 0.039 113.487 LIVE 0.021 -5.735E-03 0.000 DEAD -0.020 -0.020 56.719 DEAD -0.020 5.296E-03 113.438 DEAD -0.020 0.031 0.000 LIVE -8.468E-03 -9.242E-03 56.719 LIVE -8.468E-03 8.429E-04 113.438 LIVE -8.468E-03 0.011 0.000 DEAD -1.388E-04 -2.135E-03 56.743 DEAD -1.388E-04 6.501E-03 113.487 DEAD -1.388E-04 0.015 0.000 LIVE -7.053E-05 1.027E-03 56.743 LIVE -7.053E-05 2.916E-03 113.487 LIVE -7.053E-05 4.806E-03 0.000 DEAD 0.017 0.012 56.743 DEAD 0.017 -0.025 113.487 DEAD 0.017 -0.063 0.000 LIVE 7.435E-03 7.059E-03 56.743 LIVE 7.435E-03 -0.011 113.487 LIVE 7.435E-03 -0.029 0.000 DEAD -0.077 -0.132 56.650 DEAD -0.077 0.052 113.301 DEAD -0.077 0.236 0.000 LIVE -0.035 -0.055 56.650 LIVE -0.035 0.026 113.301 LIVE -0.035 0.107 0.000 DEAD 0.207 -0.891 20.669 DEAD 0.207 -0.221 41.339 DEAD 0.207 0.449 0.000 LIVE 0.067 -0.382 20.669 LIVE 0.067 -0.095 41.339 LIVE 0.067 0.192 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000

M3 Kip-in 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

Frame 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

Table 25: Element Forces - Frames, Part 2 of 2 Station OutputCase T M2 in Kip-in Kip-in 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD 0.218 0.822 20.669 DEAD 0.218 -0.134 41.339 DEAD 0.218 -1.089 0.000 LIVE 0.102 0.381 20.669 LIVE 0.102 -0.063 41.339 LIVE 0.102 -0.507 0.000 DEAD -0.042 0.103 20.669 DEAD -0.042 0.024 41.339 DEAD -0.042 -0.054 0.000 LIVE -0.023 0.033 20.669 LIVE -0.023 0.013 41.339 LIVE -0.023 -6.501E-03 0.000 DEAD -1.999E-03 -9.518E-03 20.669 DEAD -1.999E-03 -4.062E-04 41.339 DEAD -1.999E-03 8.706E-03 0.000 LIVE -6.891E-04 -6.118E-03 20.669 LIVE -6.891E-04 -3.702E-04 41.339 LIVE -6.891E-04 5.377E-03 0.000 DEAD -0.041 -0.017 20.669 DEAD -0.041 0.023 41.339 DEAD -0.041 0.064 0.000 LIVE -0.018 -8.534E-03 20.669 LIVE -0.018 0.011 41.339 LIVE -0.018 0.030 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD 0.079 0.033 20.669 DEAD 0.079 -0.052 41.339 DEAD 0.079 -0.136 0.000 LIVE 0.034 0.013 20.669 LIVE 0.034 -0.022 41.339 LIVE 0.034 -0.058 0.000 DEAD -0.388 0.540 20.669 DEAD -0.388 0.241 41.339 DEAD -0.388 -0.058 0.000 LIVE -0.164 0.180 20.669 LIVE -0.164 0.102 41.339 LIVE -0.164 0.025 0.000 DEAD -0.371 1.705 20.669 DEAD -0.371 0.242 41.339 DEAD -0.371 -1.220 0.000 LIVE -0.146 0.665 20.669 LIVE -0.146 0.098 41.339 LIVE -0.146 -0.470 0.000 DEAD 0.000 0.000 20.669 DEAD 0.000 0.000

M3 Kip-in 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

Frame 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

Table 25: Element Forces - Frames, Part 2 of 2 Station OutputCase T M2 in Kip-in Kip-in 41.339 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 20.669 LIVE 0.000 0.000 41.339 LIVE 0.000 0.000 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD 0.000 0.000 22.520 DEAD 0.000 0.000 45.039 DEAD 0.000 0.000 67.559 DEAD 0.000 0.000 90.079 DEAD 0.000 0.000 112.598 DEAD 0.000 0.000 0.000 LIVE 0.000 0.000 22.520 LIVE 0.000 0.000 45.039 LIVE 0.000 0.000 67.559 LIVE 0.000 0.000 90.079 LIVE 0.000 0.000 112.598 LIVE 0.000 0.000 0.000 DEAD -0.054 0.183 20.669 DEAD -0.054 0.036 41.339 DEAD -0.054 -0.111 0.000 LIVE -0.021 0.071 20.669 LIVE -0.021 0.014 41.339 LIVE -0.021 -0.043 0.000 DEAD -0.036 0.154 20.669 DEAD -0.036 0.024 41.339 DEAD -0.036 -0.106 0.000 LIVE -0.014 0.060 20.669 LIVE -0.014 9.188E-03 41.339 LIVE -0.014 -0.042 0.000 DEAD -0.016 0.143 20.669 DEAD -0.016 0.012 41.339 DEAD -0.016 -0.119 0.000 LIVE -5.255E-03 0.055 20.669 LIVE -5.255E-03 3.918E-03 41.339 LIVE -5.255E-03 -0.047 0.000 DEAD -0.121 0.334 20.669 DEAD -0.121 0.073 41.339 DEAD -0.121 -0.188 0.000 LIVE -0.051 0.138 20.669 LIVE -0.051 0.030 41.339 LIVE -0.051 -0.077 0.000 DEAD 0.349 0.263 20.669 DEAD 0.349 -0.201 41.339 DEAD 0.349 -0.664 0.000 LIVE 0.150 0.058 20.669 LIVE 0.150 -0.086 41.339 LIVE 0.150 -0.230 0.000 DEAD 0.455 1.441

M3 Kip-in -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

Frame 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

Table 25: Element Forces - Frames, Part 2 of 2 Station OutputCase T M2 in Kip-in Kip-in 20.669 DEAD 0.455 -0.258 41.339 DEAD 0.455 -1.957 0.000 LIVE 0.183 0.557 20.669 LIVE 0.183 -0.102 41.339 LIVE 0.183 -0.761 0.000 DEAD -0.041 0.560 65.390 DEAD -0.041 -8.019E-03 130.780 DEAD -0.041 -0.576 0.000 LIVE -0.017 0.219 65.390 LIVE -0.017 -2.592E-03 130.780 LIVE -0.017 -0.225 0.000 DEAD -0.012 0.243 65.390 DEAD -0.012 -4.047E-03 130.780 DEAD -0.012 -0.252 0.000 LIVE -5.275E-03 0.091 65.390 LIVE -5.275E-03 -1.482E-03 130.780 LIVE -5.275E-03 -0.094 0.000 DEAD 0.113 -0.443 76.378 DEAD 0.113 -0.424 152.756 DEAD 0.113 -0.404 0.000 LIVE 0.052 -0.208 76.378 LIVE 0.052 -0.181 152.756 LIVE 0.052 -0.155 0.000 DEAD 0.028 0.879 69.291 DEAD 0.028 -0.262 138.583 DEAD 0.028 -1.402 0.000 LIVE 0.011 0.358 69.291 LIVE 0.011 -0.106 138.583 LIVE 0.011 -0.569 0.000 DEAD -7.359E-03 0.521 62.402 DEAD -7.359E-03 -0.425 124.803 DEAD -7.359E-03 -1.371 0.000 LIVE -3.541E-03 0.198 62.402 LIVE -3.541E-03 -0.174 124.803 LIVE -3.541E-03 -0.546 0.000 DEAD 8.888E-04 0.734 55.315 DEAD 8.888E-04 -0.440 110.630 DEAD 8.888E-04 -1.614 0.000 LIVE 4.860E-04 0.295 55.315 LIVE 4.860E-04 -0.176 110.630 LIVE 4.860E-04 -0.647 0.000 DEAD -0.023 0.329 48.228 DEAD -0.023 -0.653 96.457 DEAD -0.023 -1.636 0.000 LIVE -0.010 0.064 48.228 LIVE -0.010 -0.278 96.457 LIVE -0.010 -0.620 0.000 DEAD 0.336 4.050 41.929 DEAD 0.336 -0.019 83.858 DEAD 0.336 -4.088 0.000 LIVE 0.125 1.918 41.929 LIVE 0.125 0.073 83.858 LIVE 0.125 -1.773 0.000 DEAD 0.454 2.766 34.449 DEAD 0.454 -0.587 68.898 DEAD 0.454 -3.941 0.000 LIVE 0.170 0.739 34.449 LIVE 0.170 -0.325 68.898 LIVE 0.170 -1.389

M3 Kip-in -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

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

Table 25: Element Forces - Frames, Part 2 of 2 Station OutputCase T M2 in Kip-in Kip-in 0.000 DEAD 0.043 6.971 27.756 DEAD 0.043 0.657 55.512 DEAD 0.043 -5.658 0.000 LIVE 0.017 2.862 27.756 LIVE 0.017 0.288 55.512 LIVE 0.017 -2.286 0.000 DEAD 0.085 6.895 20.866 DEAD 0.085 0.447 41.732 DEAD 0.085 -6.002 0.000 LIVE 0.034 2.736 20.866 LIVE 0.034 0.182 41.732 LIVE 0.034 -2.372 0.000 DEAD 0.090 8.479 13.780 DEAD 0.090 0.569 27.559 DEAD 0.090 -7.342 0.000 LIVE 0.036 3.381 13.780 LIVE 0.036 0.241 27.559 LIVE 0.036 -2.898 0.000 DEAD 0.159 9.284 6.693 DEAD 0.159 1.065 13.386 DEAD 0.159 -7.154 0.000 LIVE 0.063 3.709 6.693 LIVE 0.063 0.456 13.386 LIVE 0.063 -2.796

M3 Kip-in 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'

Area

AreaElem

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

Table 26: Element Forces - Area Shells, Part 1 of 3 Joint OutputCase F11 Kip/in 35 DEAD 0.1295 36 DEAD 0.0938 27 DEAD 0.0946 26 DEAD 0.1303 35 LIVE 0.0505 36 LIVE 0.0368 27 LIVE 0.0371 26 LIVE 0.0508 36 DEAD 0.0888 37 DEAD 0.1192 28 DEAD 0.1185 27 DEAD 0.0881 36 LIVE 0.0348 37 LIVE 0.0464 28 LIVE 0.0461 27 LIVE 0.0346 37 DEAD 0.1174 38 DEAD 0.1168 29 DEAD 0.1168 28 DEAD 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

Area

AreaElem

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

Table 26: Element Forces - Area Shells, Part 1 of 3 Joint OutputCase F11 Kip/in 37 LIVE 0.0457 38 LIVE 0.0455 29 LIVE 0.0455 28 LIVE 0.0457 38 DEAD 0.1171 39 DEAD 0.1083 30 DEAD 0.1085 29 DEAD 0.1173 38 LIVE 0.0456 39 LIVE 0.0422 30 LIVE 0.0423 29 LIVE 0.0457 39 DEAD 0.1127 40 DEAD 0.1513 31 DEAD 0.1505 30 DEAD 0.1119 39 LIVE 0.0439 40 LIVE 0.0584 31 LIVE 0.0581 30 LIVE 0.0436 41 DEAD -0.0097 32 DEAD -0.0024 31 DEAD 0.0429 40 DEAD 0.0355 41 LIVE -0.0043 32 LIVE -0.0014 31 LIVE 0.0166 40 LIVE 0.0136 32 DEAD 0.0165 23 DEAD 0.0183 22 DEAD 0.0208 31 DEAD 0.0190 32 LIVE 0.0065 23 LIVE 0.0072 22 LIVE 0.0082 31 LIVE 0.0075 23 DEAD 0.0322 15 DEAD 0.0247 14 DEAD -0.0210 22 DEAD -0.0135 23 LIVE 0.0130 15 LIVE 0.0100 14 LIVE -0.0081 22 LIVE -0.0051 22 DEAD -0.1465 21 DEAD -0.1018 13 DEAD -0.1026 14 DEAD -0.1473 22 LIVE -0.0564 21 LIVE -0.0396 13 LIVE -0.0399 14 LIVE -0.0567 21 DEAD -0.0992 20 DEAD -0.1091 12 DEAD -0.1089 13 DEAD -0.0990 21 LIVE -0.0386 20 LIVE -0.0423 12 LIVE -0.0422

F22 Kip/in 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

F12 Kip/in -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

Area

AreaElem

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

Table 26: Element Forces - Area Shells, Part 1 of 3 Joint OutputCase F11 Kip/in 13 LIVE -0.0385 20 DEAD -0.1088 19 DEAD -0.1010 11 DEAD -0.1011 12 DEAD -0.1089 20 LIVE -0.0422 19 LIVE -0.0392 11 LIVE -0.0392 12 LIVE -0.0422 19 DEAD -0.1009 18 DEAD -0.1274 10 DEAD -0.1269 11 DEAD -0.1004 19 LIVE -0.0392 18 LIVE -0.0494 10 LIVE -0.0492 11 LIVE -0.0390 18 DEAD -0.1270 10 DEAD -0.1292 9 DEAD -0.0037 17 DEAD -0.0015 18 LIVE -0.0493 10 LIVE -0.0501 9 LIVE -0.0015 17 LIVE -5.849E-04

F22 Kip/in -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

F12 Kip/in -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

Table 26: Element Forces - Area Shells, Part 2 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination'

Area

AreaElem

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

Table 26: Element Forces - Area Shells, Part 2 of 3 Joint OutputCase M11 Kip-in/in 35 DEAD 0.0429 36 DEAD -0.0241 27 DEAD -7.505E-04 26 DEAD -0.0838 35 LIVE 0.0213 36 LIVE -0.0121 27 LIVE 9.554E-04 26 LIVE -0.0430 36 DEAD -0.0286 37 DEAD -0.0098 28 DEAD -0.0151 27 DEAD -0.0036 36 LIVE -0.0143 37 LIVE -0.0048 28 LIVE -0.0078 27 LIVE -7.839E-04 37 DEAD -0.0151 38 DEAD -0.0137 29 DEAD -0.0014 28 DEAD -0.0242 37 LIVE -0.0068 38 LIVE -0.0071 29 LIVE -8.509E-04 28 LIVE -0.0115 38 DEAD -0.0211

Area

AreaElem

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

Table 26: Element Forces - Area Shells, Part 2 of 3 Joint OutputCase M11 M22 Kip-in/in Kip-in/in 39 DEAD -0.0069 0.0323 30 DEAD -0.0466 0.0069 29 DEAD -0.0107 -0.0212 38 LIVE -0.0100 -0.0102 39 LIVE -0.0031 0.0133 30 LIVE -0.0233 0.0020 29 LIVE -0.0046 -0.0088 39 DEAD -0.0100 0.0179 40 DEAD -0.0264 -0.0477 31 DEAD 0.1392 0.0857 30 DEAD -0.0540 -0.0297 39 LIVE -0.0042 0.0083 40 LIVE -0.0151 -0.0236 31 LIVE 0.0720 0.0356 30 LIVE -0.0261 -0.0119 41 DEAD -0.1672 -0.0960 32 DEAD -0.0482 0.3664 31 DEAD 0.2816 0.1873 40 DEAD 0.2844 0.0386 41 LIVE -0.0723 -0.0479 32 LIVE -0.0111 0.1905 31 LIVE 0.1172 0.0914 40 LIVE 0.1214 0.0141 32 DEAD -0.1505 -0.1239 23 DEAD -0.1376 -0.1119 22 DEAD 0.2847 0.0387 31 DEAD 0.2644 0.0517 32 LIVE -0.0625 -0.0583 23 LIVE -0.0552 -0.0531 22 LIVE 0.1126 0.0124 31 LIVE 0.1062 0.0172 23 DEAD -0.0320 0.3879 15 DEAD -0.1996 -0.1022 14 DEAD 0.3045 0.0407 22 DEAD 0.3230 0.2896 23 LIVE -0.0024 0.1996 15 LIVE -0.0858 -0.0504 14 LIVE 0.1299 0.0157 22 LIVE 0.1313 0.1302 22 DEAD -0.2272 -0.0725 21 DEAD -0.0033 -0.0130 13 DEAD 0.0038 -0.0356 14 DEAD 0.0283 0.0644 22 LIVE -0.1056 -0.0302 21 LIVE 0.0026 -0.0053 13 LIVE 0.0019 -0.0155 14 LIVE 0.0152 0.0304 21 DEAD 0.0029 0.0175 20 DEAD -0.0565 -0.0264 12 DEAD 0.0147 0.0103 13 DEAD 0.0072 -0.0178 21 LIVE 0.0053 0.0079 20 LIVE -0.0218 -0.0104 12 LIVE 0.0073 0.0044 13 LIVE 0.0034 -0.0074 20 DEAD -0.0511 3.881E-04 19 DEAD -0.0561 -0.0232 11 DEAD 0.0118 2.991E-04 12 DEAD 0.0138 0.0061

M12 Kip-in/in 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

Area

AreaElem

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

Table 26: Element Forces - Area Shells, Part 2 of 3 Joint OutputCase M11 M22 Kip-in/in Kip-in/in 20 LIVE -0.0196 2.031E-04 19 LIVE -0.0210 -0.0089 11 LIVE 0.0058 1.482E-04 12 LIVE 0.0070 0.0030 19 DEAD -0.0508 0.0033 18 DEAD -0.0841 -0.0307 10 DEAD 0.0167 0.0142 11 DEAD 0.0104 -0.0069 19 LIVE -0.0189 0.0015 18 LIVE -0.0321 -0.0119 10 LIVE 0.0082 0.0057 11 LIVE 0.0053 -0.0023 18 DEAD 0.0786 0.0020 10 DEAD -0.0204 -0.0316 9 DEAD 0.0077 0.0387 17 DEAD 0.0034 0.0169 18 LIVE 0.0299 6.550E-04 10 LIVE -0.0096 -0.0127 9 LIVE 0.0030 0.0151 17 LIVE 0.0013 0.0066

Table 26: Element Forces - Area Shells, Part 3 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

Table 26: Element Forces - Area Shells, Part 3 of 3 AreaElem Joint OutputCase V13 Kip/in 4 35 DEAD 0.0029 4 36 DEAD -7.376E-04 4 27 DEAD -7.376E-04 4 26 DEAD 0.0029 4 35 LIVE 0.0015 4 36 LIVE -3.992E-04 4 27 LIVE -3.992E-04 4 26 LIVE 0.0015 5 36 DEAD -5.778E-04 5 37 DEAD 1.534E-04 5 28 DEAD 1.534E-04 5 27 DEAD -5.778E-04 5 36 LIVE -3.123E-04 5 37 LIVE 8.702E-05 5 28 LIVE 8.702E-05 5 27 LIVE -3.123E-04 6 37 DEAD 1.943E-04 6 38 DEAD -3.234E-04 6 29 DEAD -3.234E-04 6 28 DEAD 1.943E-04 6 37 LIVE 1.022E-04 6 38 LIVE -1.625E-04 6 29 LIVE -1.625E-04 6 28 LIVE 1.022E-04 7 38 DEAD -1.728E-04 7 39 DEAD 0.0010 7 30 DEAD 0.0010 7 29 DEAD -1.728E-04 7 38 LIVE -9.366E-05 7 39 LIVE 5.238E-04

V23 Kip/in 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

M12 Kip-in/in 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

Area 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

Table 26: Element Forces - Area Shells, Part 3 of 3 AreaElem Joint OutputCase V13 Kip/in 7 30 LIVE 5.238E-04 7 29 LIVE -9.366E-05 8 39 DEAD 7.536E-04 8 40 DEAD -0.0043 8 31 DEAD -0.0043 8 30 DEAD 7.536E-04 8 39 LIVE 3.981E-04 8 40 LIVE -0.0022 8 31 LIVE -0.0022 8 30 LIVE 3.981E-04 9 41 DEAD -0.0099 9 32 DEAD -0.0070 9 31 DEAD -0.0070 9 40 DEAD -0.0099 9 41 LIVE -0.0042 9 32 LIVE -0.0026 9 31 LIVE -0.0026 9 40 LIVE -0.0042 10 32 DEAD -0.0108 10 23 DEAD -0.0110 10 22 DEAD -0.0110 10 31 DEAD -0.0108 10 32 LIVE -0.0045 10 23 LIVE -0.0044 10 22 LIVE -0.0044 10 31 LIVE -0.0045 11 23 DEAD -0.0079 11 15 DEAD -0.0116 11 14 DEAD -0.0116 11 22 DEAD -0.0079 11 23 LIVE -0.0029 11 15 LIVE -0.0048 11 14 LIVE -0.0048 11 22 LIVE -0.0029 12 22 DEAD -0.0065 12 21 DEAD -4.843E-04 12 13 DEAD -4.843E-04 12 14 DEAD -0.0065 12 22 LIVE -0.0031 12 21 LIVE -1.149E-04 12 13 LIVE -1.149E-04 12 14 LIVE -0.0031 13 21 DEAD -3.551E-05 13 20 DEAD -0.0017 13 12 DEAD -0.0017 13 13 DEAD -3.551E-05 13 21 LIVE 7.588E-05 13 20 LIVE -6.737E-04 13 12 LIVE -6.737E-04 13 13 LIVE 7.588E-05 14 20 DEAD -0.0016 14 19 DEAD -0.0017 14 11 DEAD -0.0017 14 12 DEAD -0.0016 14 20 LIVE -6.505E-04 14 19 LIVE -6.546E-04 14 11 LIVE -6.546E-04 14 12 LIVE -6.505E-04 15 19 DEAD -0.0015

V23 Kip/in 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

Area 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16

Table 26: Element Forces - Area Shells, Part 3 of 3 AreaElem Joint OutputCase V13 Kip/in 15 18 DEAD -0.0025 15 10 DEAD -0.0025 15 11 DEAD -0.0015 15 19 LIVE -5.911E-04 15 18 LIVE -9.790E-04 15 10 LIVE -9.790E-04 15 11 LIVE -5.911E-04 16 18 DEAD -0.0024 16 10 DEAD -0.0024 16 9 DEAD 1.409E-04 16 17 DEAD 1.409E-04 16 18 LIVE -9.438E-04 16 10 LIVE -9.438E-04 16 9 LIVE 5.465E-05 16 17 LIVE 5.465E-05

V23 Kip/in -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

AreaElem

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

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 Joint OutputCase S11Top Kip/in2 35 DEAD 0.0123 36 DEAD 0.0142 27 DEAD 0.0121 26 DEAD 0.0247 35 LIVE 0.0044 36 LIVE 0.0058 27 LIVE 0.0046 26 LIVE 0.0106 36 DEAD 0.0140 37 DEAD 0.0161 28 DEAD 0.0165 27 DEAD 0.0115 36 LIVE 0.0058 37 LIVE 0.0064 28 LIVE 0.0066 27 LIVE 0.0045 37 DEAD 0.0164 38 DEAD 0.0162 29 DEAD 0.0150 28 DEAD 0.0173 37 LIVE 0.0065 38 LIVE 0.0065 29 LIVE 0.0059 28 LIVE 0.0069 38 DEAD 0.0169 39 DEAD 0.0144 30 DEAD 0.0183 29 DEAD 0.0159 38 LIVE 0.0068 39 LIVE 0.0057 30 LIVE 0.0076 29 LIVE 0.0063 39 DEAD 0.0153 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

Area

AreaElem

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

Table 27: Element Stresses - Area Shells, Part 1 of 3 Joint OutputCase S11Top Kip/in2 31 DEAD 0.0056 30 DEAD 0.0194 39 LIVE 0.0060 40 LIVE 0.0089 31 LIVE 4.094E-04 30 LIVE 0.0081 41 DEAD 0.0149 32 DEAD 0.0044 31 DEAD -0.0218 40 DEAD -0.0230 41 LIVE 0.0065 32 LIVE 9.021E-04 31 LIVE -0.0092 40 LIVE -0.0100 32 DEAD 0.0167 23 DEAD 0.0156 22 DEAD -0.0249 31 DEAD -0.0232 32 LIVE 0.0069 23 LIVE 0.0063 22 LIVE -0.0099 31 LIVE -0.0093 23 DEAD 0.0072 15 DEAD 0.0225 14 DEAD -0.0321 22 DEAD -0.0330 23 LIVE 0.0019 15 LIVE 0.0096 14 LIVE -0.0136 22 LIVE -0.0134 22 DEAD 0.0034 21 DEAD -0.0126 13 DEAD -0.0134 14 DEAD -0.0214 22 LIVE 0.0031 21 LIVE -0.0053 13 LIVE -0.0052 14 LIVE -0.0087 21 DEAD -0.0129 20 DEAD -0.0084 12 DEAD -0.0153 13 DEAD -0.0133 21 LIVE -0.0054 20 LIVE -0.0033 12 LIVE -0.0061 13 LIVE -0.0052 20 DEAD -0.0089 19 DEAD -0.0074 11 DEAD -0.0140 12 DEAD -0.0152 20 LIVE -0.0035 19 LIVE -0.0029 11 LIVE -0.0055 12 LIVE -0.0060 19 DEAD -0.0079 18 DEAD -0.0080 10 DEAD -0.0177 11 DEAD -0.0138 19 LIVE -0.0031

S22Top Kip/in2 -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

S12Top Kip/in2 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

Area

AreaElem

15 15 15 16 16 16 16 16 16 16 16

15 15 15 16 16 16 16 16 16 16 16

Table 27: Element Stresses - Area Shells, Part 1 of 3 Joint OutputCase S11Top S22Top Kip/in2 Kip/in2 18 LIVE -0.0032 -5.549E-04 10 LIVE -0.0070 -0.0021 11 LIVE -0.0055 -0.0011 18 DEAD -0.0237 -0.0043 10 DEAD -0.0144 -0.0025 9 DEAD -0.0012 -0.0061 17 DEAD -5.183E-04 -0.0026 18 LIVE -0.0092 -0.0017 10 LIVE -0.0054 -9.302E-04 9 LIVE -4.758E-04 -0.0024 17 LIVE -2.019E-04 -0.0010

S12Top Kip/in2 -0.0014 -0.0012 -0.0011 0.0043 0.0070 0.0047 0.0021 0.0017 0.0027 0.0018 8.338E-04

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

Area

AreaElem

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

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 Joint OutputCase S11Bot Kip/in2 35 DEAD 0.0206 36 DEAD 0.0096 27 DEAD 0.0119 26 DEAD 0.0084 35 LIVE 0.0085 36 LIVE 0.0035 27 LIVE 0.0048 26 LIVE 0.0023 36 DEAD 0.0085 37 DEAD 0.0142 28 DEAD 0.0136 27 DEAD 0.0108 36 LIVE 0.0030 37 LIVE 0.0054 28 LIVE 0.0051 27 LIVE 0.0043 37 DEAD 0.0135 38 DEAD 0.0135 29 DEAD 0.0147 28 DEAD 0.0126 37 LIVE 0.0051 38 LIVE 0.0051 29 LIVE 0.0057 28 LIVE 0.0047 38 DEAD 0.0128 39 DEAD 0.0131 30 DEAD 0.0093 29 DEAD 0.0139 38 LIVE 0.0048 39 LIVE 0.0051 30 LIVE 0.0031 29 LIVE 0.0054 39 DEAD 0.0133 40 DEAD 0.0167 31 DEAD 0.0326 30 DEAD 0.0090 39 LIVE 0.0052 40 LIVE 0.0060 31 LIVE 0.0143

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

Area

AreaElem

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

Table 27: Element Stresses - Area Shells, Part 2 of 3 Joint OutputCase S11Bot Kip/in2 30 LIVE 0.0030 41 DEAD -0.0174 32 DEAD -0.0050 31 DEAD 0.0327 40 DEAD 0.0320 41 LIVE -0.0075 32 LIVE -0.0012 31 LIVE 0.0134 40 LIVE 0.0135 32 DEAD -0.0125 23 DEAD -0.0110 22 DEAD 0.0302 31 DEAD 0.0280 32 LIVE -0.0052 23 LIVE -0.0044 22 LIVE 0.0119 31 LIVE 0.0112 23 DEAD 9.865E-04 15 DEAD -0.0162 14 DEAD 0.0268 22 DEAD 0.0295 23 LIVE 0.0014 15 LIVE -0.0070 14 LIVE 0.0115 22 LIVE 0.0121 22 DEAD -0.0406 21 DEAD -0.0132 13 DEAD -0.0127 14 DEAD -0.0160 22 LIVE -0.0174 21 LIVE -0.0048 13 LIVE -0.0049 14 LIVE -0.0057 21 DEAD -0.0123 20 DEAD -0.0193 12 DEAD -0.0124 13 DEAD -0.0119 21 LIVE -0.0044 20 LIVE -0.0075 12 LIVE -0.0047 13 LIVE -0.0046 20 DEAD -0.0188 19 DEAD -0.0182 11 DEAD -0.0117 12 DEAD -0.0125 20 LIVE -0.0073 19 LIVE -0.0070 11 LIVE -0.0044 12 LIVE -0.0047 19 DEAD -0.0177 18 DEAD -0.0243 10 DEAD -0.0145 11 DEAD -0.0117 19 LIVE -0.0068 18 LIVE -0.0094 10 LIVE -0.0055 11 LIVE -0.0044 18 DEAD -0.0085 10 DEAD -0.0184

S22Bot Kip/in2 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

S12Bot Kip/in2 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

Area

AreaElem

16 16 16 16 16 16

16 16 16 16 16 16

Table 27: Element Stresses - Area Shells, Part 2 of 3 Joint OutputCase S11Bot S22Bot Kip/in2 Kip/in2 9 DEAD 2.751E-04 0.0014 17 DEAD 1.373E-04 6.865E-04 18 LIVE -0.0034 -0.0015 10 LIVE -0.0073 -0.0034 9 LIVE 1.074E-04 5.369E-04 17 LIVE 5.333E-05 2.666E-04

Table 27: Element Stresses - Area Shells, Part 3 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 8 9 9 9 9

Table 27: Element Stresses - Area Shells, Part 3 of 3 AreaElem Joint OutputCase S13Avg Kip/in2 4 35 DEAD 3.674E-04 4 36 DEAD -9.368E-05 4 27 DEAD -9.368E-05 4 26 DEAD 3.674E-04 4 35 LIVE 1.870E-04 4 36 LIVE -5.069E-05 4 27 LIVE -5.069E-05 4 26 LIVE 1.870E-04 5 36 DEAD -7.338E-05 5 37 DEAD 1.948E-05 5 28 DEAD 1.948E-05 5 27 DEAD -7.338E-05 5 36 LIVE -3.966E-05 5 37 LIVE 1.105E-05 5 28 LIVE 1.105E-05 5 27 LIVE -3.966E-05 6 37 DEAD 2.467E-05 6 38 DEAD -4.107E-05 6 29 DEAD -4.107E-05 6 28 DEAD 2.467E-05 6 37 LIVE 1.298E-05 6 38 LIVE -2.063E-05 6 29 LIVE -2.063E-05 6 28 LIVE 1.298E-05 7 38 DEAD -2.195E-05 7 39 DEAD 1.323E-04 7 30 DEAD 1.323E-04 7 29 DEAD -2.195E-05 7 38 LIVE -1.189E-05 7 39 LIVE 6.652E-05 7 30 LIVE 6.652E-05 7 29 LIVE -1.189E-05 8 39 DEAD 9.571E-05 8 40 DEAD -5.482E-04 8 31 DEAD -5.482E-04 8 30 DEAD 9.571E-05 8 39 LIVE 5.056E-05 8 40 LIVE -2.843E-04 8 31 LIVE -2.843E-04 8 30 LIVE 5.056E-05 9 41 DEAD -0.0013 9 32 DEAD -8.847E-04 9 31 DEAD -8.847E-04 9 40 DEAD -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

S12Bot Kip/in2 0.0026 8.985E-04 9.245E-04 0.0016 9.994E-04 3.509E-04

Area 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

Table 27: Element Stresses - Area Shells, Part 3 of 3 AreaElem Joint OutputCase S13Avg Kip/in2 9 41 LIVE -5.302E-04 9 32 LIVE -3.291E-04 9 31 LIVE -3.291E-04 9 40 LIVE -5.302E-04 10 32 DEAD -0.0014 10 23 DEAD -0.0014 10 22 DEAD -0.0014 10 31 DEAD -0.0014 10 32 LIVE -5.656E-04 10 23 LIVE -5.628E-04 10 22 LIVE -5.628E-04 10 31 LIVE -5.656E-04 11 23 DEAD -0.0010 11 15 DEAD -0.0015 11 14 DEAD -0.0015 11 22 DEAD -0.0010 11 23 LIVE -3.640E-04 11 15 LIVE -6.159E-04 11 14 LIVE -6.159E-04 11 22 LIVE -3.640E-04 12 22 DEAD -8.244E-04 12 21 DEAD -6.150E-05 12 13 DEAD -6.150E-05 12 14 DEAD -8.244E-04 12 22 LIVE -3.881E-04 12 21 LIVE -1.459E-05 12 13 LIVE -1.459E-05 12 14 LIVE -3.881E-04 13 21 DEAD -4.510E-06 13 20 DEAD -2.101E-04 13 12 DEAD -2.101E-04 13 13 DEAD -4.510E-06 13 21 LIVE 9.637E-06 13 20 LIVE -8.556E-05 13 12 LIVE -8.556E-05 13 13 LIVE 9.637E-06 14 20 DEAD -2.011E-04 14 19 DEAD -2.103E-04 14 11 DEAD -2.103E-04 14 12 DEAD -2.011E-04 14 20 LIVE -8.261E-05 14 19 LIVE -8.314E-05 14 11 LIVE -8.314E-05 14 12 LIVE -8.261E-05 15 19 DEAD -1.894E-04 15 18 DEAD -3.114E-04 15 10 DEAD -3.114E-04 15 11 DEAD -1.894E-04 15 19 LIVE -7.507E-05 15 18 LIVE -1.243E-04 15 10 LIVE -1.243E-04 15 11 LIVE -7.507E-05 16 18 DEAD -2.996E-04 16 10 DEAD -2.996E-04 16 9 DEAD 1.789E-05 16 17 DEAD 1.789E-05 16 18 LIVE -1.199E-04 16 10 LIVE -1.199E-04 16 9 LIVE 6.940E-06

S23Avg Kip/in2 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

Area 16

Table 27: Element Stresses - Area Shells, Part 3 of 3 AreaElem Joint OutputCase S13Avg Kip/in2 16 17 LIVE 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 51 4530.349 Frame 11 914.173 Area

TotalWeight Kip 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

PhiCA

0.900000

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 PatLLF UFLimit SeisCat PhiT No

0.750000

0.950000

D

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 PhiVJoint c 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 SRatioLimit LatFact UseLatFact Moment Frame

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 OmegaBL OmegaBS OmegaBU OmegaVS OmegaVN 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 Frame 8 9 10 11 12 13

Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 DesignSect FrameType RLLF XLMajor XLMinor 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

XKMajor

XKMinor

Frame 15 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

Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 DesignSect FrameType RLLF XLMajor XLMinor 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

XKMajor

XKMinor

Frame 60 61 66 67 68 69 70 71 73 74 75 76 77 3 4 5 6 7 14 38 39 45 50 51

Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 DesignSect FrameType RLLF XLMajor XLMinor 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

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

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 Frame 8 9 10 11 12 13 15 16

Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 CmMajor CmMinor DnsMajor DnsMinor DsMajor

DsMinor

Frame 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 60 61 66 67 68 69 70 71 73 74 75 76 77 3 4 5 6 7 14 38 39 45 50 51

Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 CmMajor CmMinor DnsMajor DnsMinor DsMajor

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

DsMinor

0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000