MEMORIA DE CÁLCULO DE ESTRUCTURAS 1. GENERALIDADES 1.1. DESCRIPCIÓN DEL SISTEMA ESTRUCTURAL EMPLEADO El proyecto cosiste en el diseño estructural de una rampa y escalera de un nivel a base de zapatas y columnas de concreto reforzado, con losa maciza en voladizo con refuerzo bidireccional. El sistema aporticado se considerado en un bloque. Debido a su disposición en planta, forma en “U”, la cual suponía una condición de irregularidad estructural que ha sido considerada en el diseño. La losa maciza cuenta con un volado de 1.00 m motivo por el cual se han peraltado las columnas en dicho sentido; el requerimiento por pre dimensionamiento suponía dimensiones estructurales de vigas peraltadas que han sido hechas en forma de consola que reduce su dimensión, debido a la elevada rigidez de unos elementos frente a los otros (vigas vs columnas), lo cual preveía formación de rotulas plásticas en las columnas, por ello intencionalmente se elevaron las dimensiones de los elementos estructurales para el adecuado desarrollo de resistencia y ductilidad global.
1.2. MÉTODO DE DISEÑO y REGLAMENTOS DE DISEÑO
El método de diseño de elementos de concreto armado es por el estado límite de resistencia última. Reglamento Nacional de Edificaciones RNE-2009 Norma Técnica de Edificación de Cargas E.020 Norma Técnica de Diseño Sismorresistente E.030 Norma Técnica de Edificación de Concreto Armado E.060 Especificaciones del ACI 318-05/IBC2003 •
•
1.3. SOFTWARE DE MODELACIÓN El Software empleado para el modelamiento de los pórticos es SAP 2000 V14. El modelo idealiza el comportamiento de los elementos de la siguiente manera: Columnas y vigas: mediante elementos de Pórtico DIAFRAGMA, Capaces de resistir los esfuerzos de flexión, cortante y axial.
2. PARÁMETROS DE DISEÑO2.1. CARACTERÍSTICAS DE LOS MATERIALES EMPLEADOS •
•
•
Concreto Armado: Zapatas : Concreto f’c = 210 kg/cm2 Vigas de Cimentación : Concreto f’c = 210 kg/cm2 Columnas : Concreto f’c = 210 kg/cm2 Losas macizas: Concreto f´c= 210 kg/cm2 Escaleras : Concreto f´c= 210 kg/cm2 Peso Especifico Concreto Armado : 2400 Kg/m3 Acero Corrugado Estructural : fy = 4200kg/cm2 Propiedades del Suelo Capacidad admisible: 1.41 kg / cm2. (Según Estudio de Suelos) -
2.2. PREDIMENSIONAMIENTO DE ELEMENTOS ESTRUCTURALES Pre-dimensionamiento de Vigas Las vigas se dimensionan generalmente considerando un peralte del orden de1/10 a 1/12 de la luz. El ancho es menos importante que el peralte, pudiendo variar entre 0.3 a 0.5de la altura. La Norma Técnica Peruana para Edificación de concreto armadoE.060 indica que las vigas deben tener un ancho mínimo de 25 cm, para el caso que éstas formen parte de pórticos o elementos sismo-resistentes de estructuras de concreto armado. Esta limitación no impide tener vigas de menor espesor (15 o 20 cm) si se trata de vigas que no forman pórticos. PRE-DIMENSIONAMIENTO DE COLUMNAS Las columnas al ser sometidas a carga axial y momento flector, fueron dimensionadas considerando los dos efectos simultáneamente, tratando de evaluar cuál de los dos es el que gobierna en forma más influyente el dimensionamiento.
Considerándose adicionalmente el tipo de falla probable de la edificación con la formulación:
Hn/D≥4
Siendo Hn: luz libre entre niveles de la edificación, y D: peralte de la columna. Verificándose dicho cumplimiento para todas las columnas de la edificación. PRE-DIMENSIONAMIENTO DE LOSAS: El peralte de las losas se ha dimensionado considerando los siguientes criterios: H=0.20 m luz hasta 5.5 m 2.3. CARGAS DE DISEÑO Para la determinación de las cargas de diseño se han determinado en primera instancia las dimensiones de los elementos estructurales, a nivel de predimensionamiento, considerándose para ellas las cargas a continuación. 2.3.1. CARGAS ESTÁTICAS El análisis de los elementos estructurales se ha realizado con las siguientes cargas de diseño: CARGAS PERMANENTES. Para las losas de 20 cm de espesor, se ha asumido un peso propio de 300 kg/m2. Adicionalmente a las cargas antes indicadas, se ha incluido entre las cargas permanentes el peso de acabados de piso, barandas y otros, estimado en 100 kg/m2. CARGAS VIVAS. Para zonas de circulación, pasadizos y escaleras se ha tomado una carga viva de 400 kg/cm2 Para la escalera se ha asumido carga viva de 400 kg/m2. 2.3.2. SOLICITACIONES DINÁMICAS Las solicitaciones dinámicas están determinadas por el espectro de pseudo-aceleraciones considerando los parámetros de sitio de la edificación, el sistema estructural empleado y la categoría de importancia de la edificación. ESPECTRO DE PS EUDO-ACELERACIONES FACTOR DE ZONA "Z" zona 2, Z=0.30 SISTEMA ESTRUCTURAL "R", Regular, R=7.50 CATEGORÍA DE EDIFICACIÓN "U", Edificación Importante, U=1.00 PARÁMETROS DEL SUELO "S", Suelos intermedios, Tp=0.60 s, S=1.20 S a 2.3.3. COMBINACIONES DE CARGA. La resistencia requerida (U) para cargas muertas (CM), vivas (CV) y de sismo (CS) deberá ser como mínimo: U = 1,4 CM + 1,7 CV U = 1,25 (CM + CV) ± CS U = 0,9 CM ± CS 3. CALCULO DE LAS SOLICITUDES La resistencia de diseño se ha tomado como la resistencia nominal (resistencia proporcionada considerando el acero realmente colocado) multiplicada por un factor Ø de reducción de resistencia. Este factor de reducción de resistencia se proporciona para tomar en cuenta inexactitudes en los cálculos y fluctuaciones en las resistencias del material, en la mano de obra y en las dimensiones. Cada uno de estos factores puede estar dentro de los límites tolerables, pero combinados pueden producir menor capacidad en los elementos diseñados. Adicionalmente se ha considerado en su determinación la importancia relativa de la falla de los miembros respecto
a toda la estructura, y el grado de advertencia del modo de falla. El factor de reducción de resistencia Ø deberá ser: Para flexión sin carga axial Ø = 0.90. Para flexión con carga axial de tracción Ø = 0.90. Para flexión con carga axial de compresión y para compresión sin flexión: Elementos con refuerzo en espiral Ø = 0.75 Otros elementos Ø = 0.70 Para cortante sin o contorsión Ø = 0.85. Para aplastamiento en el Concreto Ø = 0.70 Los elementos sometidos a flexión son las vigas, las losas aligeradas y llenas con coberturas y pisos (losas macizas, nervadas y/o aligerados en una o dos direcciones), las escaleras y en general todos aquellos que están sometidos a cargas perpendiculares a su plano, las cuales ocasionan esfuerzos de flexión y cortante. Para asegurar que el acero colocado provea un momento resistente mayor al momento de agrietamiento, los códigos consideran una cuantía mínima. Para el caso de secciones rectangulares, se indica que el área mínima de refuerzo podrá calcularse con. DISEÑO DE ELEMENTOS ESTRUCTURALES En el programa SAP 2000 V14, al correr el análisis de la estructura se han cumplido las desplazamientos laterales que son menores que el desplazamiento permitido (0.007) de acuerdo con la
1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, a nd element conne ctivity.
Figure 1: 1: Finite element element model model
1.1. Joint coordinates Table 1: Joint Coordinates Table 1: Joint Coordinates Coordinates Joint
CoordSys
CoordType
GlobalX in
GlobalY in
GlobalZ in
9 10 11 12 13 14 15 17 18 19 20 21 22 23
GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL
Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian
207.874 320.472 433.071 545.669 658.268 770.866 812.205 207.874 320.472 433.071 545.669 658.268 770.866 812.205
0.000 0.000 0.000 0.000 0.000 0.000 0.000 41.339 41.339 41.339 41.339 41.339 41.339 41.339
0.000 13.386 27.559 41.732 55.512 68.898 68.898 0.000 13.386 27.559 41.732 55.512 68.898 68.898
Table 1: Joint Coordinates Joint
CoordSys
CoordType
GlobalX in
GlobalY in
GlobalZ in
26 27 28 29 30 31 32 35 36 37 38 39 40 41 48 49 50 51 52 53 55 56 57 58 59
GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL
Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian
207.874 320.472 433.071 545.669 658.268 770.866 812.204 207.874 320.472 433.071 545.669 658.268 770.866 812.204 207.874 320.472 433.071 545.669 658.268 770.866 770.866 658.268 545.669 433.071 320.472
171.260 171.260 171.260 171.260 171.260 171.260 171.260 212.598 212.598 212.598 212.598 212.598 212.598 212.598 171.260 171.260 171.260 171.260 171.260 171.260 41.339 41.339 41.339 41.339 41.339
152.756 138.583 124.803 110.630 96.457 83.858 83.858 152.756 138.583 124.803 110.630 96.457 83.858 83.858 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
1.2. Joint restraints Table 2: Joint Restraint Assignments Joint
U1
9 17 48 49 50 51 52 53 55 56 57 58 59
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Table 2: Joint Restraint Assignments U2 U3 R1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
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 Table 3: Connectivity - Frame Frame
JointI
JointJ
Length in
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23 24 25 26 27 28 31 32 33 34 35 36 38 39 41 42 43 44 45 46 47 48 49 50 51 53 54 55 56 57 59 60 61 66 67 68 69 70 71
48 49 50 51 52 9 10 11 12 13 14 53 17 18 19 20 21 22 26 27 28 29 30 31 35 36 37 38 39 40 55 56 26 27 28 29 57 30 31 32 9 58 59 10 11 12 13 14 15 32 31 26 27 28 29 30 31
49 50 51 52 53 10 11 12 13 14 15 55 18 19 20 21 22 23 27 28 29 30 31 32 36 37 38 39 40 41 56 57 35 36 37 38 58 39 40 41 17 59 17 18 19 20 21 22 23 23 22 48 49 50 51 52 53
112.598 112.598 112.598 112.598 112.598 113.391 113.487 113.487 113.438 113.391 41.339 129.921 113.391 113.487 113.487 113.438 113.391 41.339 113.487 113.438 113.487 113.487 113.301 41.339 113.487 113.438 113.487 113.487 113.301 41.339 112.598 112.598 41.339 41.339 41.339 41.339 112.598 41.339 41.339 41.339 41.339 112.598 112.598 41.339 41.339 41.339 41.339 41.339 41.339 130.780 130.780 152.756 138.583 124.803 110.630 96.457 83.858
Table 3: Connectivity - Frame Frame
JointI
JointJ
Length in
73 74 75 76 77
22 21 20 19 18
55 56 57 58 59
68.898 55.512 41.732 27.559 13.386
Table 4: Frame Section Assignments Table 4: Frame Section Assignments Frame
AnalSect
DesignSect
MatProp
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23 24 25 26 27 28 31 32 33 34 35 36 38 39 41 42 43 44 45 46 47 48 49 50 51 53 54 55
v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20
v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20 v20x20
Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default
Table 4: Frame Section Assignments Frame
AnalSect
DesignSect
MatProp
56 57 59 60 61 66 67 68 69 70 71 73 74 75 76 77
v20x20 v20x20 v20x20 v20x20 v20x20 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40
v20x20 v20x20 v20x20 v20x20 v20x20 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40 c25X40
Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default
Table 5: Connectivity - Area Table 5: Connectivity - Area Area
Joint1
Joint2
Joint3
Joint4
4 5 6 7 8 9 10 11 12 13 14 15 16
35 36 37 38 39 41 32 23 22 21 20 19 18
36 37 38 39 40 32 23 15 21 20 19 18 10
27 28 29 30 31 31 22 14 13 12 11 10 9
26 27 28 29 30 40 31 22 14 13 12 11 17
Table 6: Area Section Assignments Table 6: Area Section Assignments Area
Section
MatProp
4 5 6 7 8 9 10 11 12 13 14 15 16
LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA LOSA
Default Default Default Default Default Default Default Default Default Default Default Default Default
2. Material properties This section provides material property information for materials used in the model.
Table 7: Material Properties 02 - Basic Mechanical Properties Table 7: Material Properties 02 - Basic Mechanical Properties Material
UnitWeight Kip/in3
UnitMass Kip-s2/in4
E1 Kip/in2
G12 Kip/in2
U12
A1 1/F
4000Psi A615Gr60 A992Fy50
8.6705E-05 2.8356E-04 2.8356E-04
2.2457E-07 7.3446E-07 7.3446E-07
3555.836 29000.000 29000.000
1481.598
0.200000
11153.846
0.300000
5.5000E-06 6.5000E-06 6.5000E-06
Table 8: Material Properties 03a - Steel Data Table 8: Material Properties 03a - Steel Data Material A992Fy50
Fy Kip/in2 50.000
Fu Kip/in2 65.000
FinalSlope -0.100000
Table 9: Material Properties 03b - Concrete Data Table 9: Material Properties 03b - Concrete Data Material 4000Psi
Fc Kip/in2 2.987
FinalSlope -0.100000
Table 10: Material Properties 03e - Rebar Data Table 10: Material Properties 03e - Rebar Data Material A615Gr60
Fy Kip/in2 60.000
Fu Kip/in2 90.000
FinalSlope -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 Table 11: Frame Section Properties 01 - General, Part 1 of 3 t3 t2 Area TorsConst in in in2 in4
SectionName
Material
Shape
c25X40 v20x20
4000Psi 4000Psi
Rectangular Rectangular
15.7480 7.8740
9.8425 7.8740
155.00 62.00
3059.48 541.37
I33 in4
I22 in4
3203.35 320.33
1251.31 320.33
Table 11: Frame Section Properties 01 - General, Part 2 of 3 SectionName
Table 11: Frame Section Properties 01 - General, Part 2 of 3 S33 S22 Z33 Z22 R33 in3 in3 in3 in3 in
c25X40 v20x20
406.82 81.36
254.27 81.36
610.24 122.05
381.40 122.05
R22 in
4.5461 2.2730
2.8413 2.2730
Table 11: Frame Section Properties 01 - General, Part 3 of 3 Table 11: Frame Section Properties 01 - General, Part 3 of 3 SectionName c25X40 v20x20
AMod
A2Mod
A3Mod
JMod
I2Mod
I3Mod
MMod
WMod
1.000000 1.000000
1.000000 1.000000
1.000000 1.000000
1.000000 1.000000
1.000000 1.000000
1.000000 1.000000
1.000000 1.000000
1.000000 1.000000
Table 12: Frame Section Properties 02 - Concrete Column, Part 1 of 2 Table 12: Frame Section Properties 02 - Concrete Column, Part 1 of 2 SectionName
RebarMatL
c25X40
RebarMatC
A615Gr60
ReinfConfig
A615Gr60
LatReinf
Cover
Ties
in 1.5000
Rectangular
NumBars3D ir
NumBars2D ir
3
3
Table 12: Frame Section Properties 02 - Concrete Column, Part 2 of 2 Table 12: Frame Section Properties 02 - Concrete Column, Part 2 of 2 SectionName
BarSizeL
BarSizeC
c25X40
#9
#4
SpacingC in
NumCBars2
NumCBars3
6.0000
3
3
Table 13: Frame Section Properties 03 - Concrete Beam, Part 1 of 2 Table 13: Frame Section Properties 03 - Concrete Beam, Part 1 of 2 SectionName
RebarMatL
RebarMatC
v20x20
A615Gr60
A615Gr60
TopCover in 1.5748
BotCover in 1.5748
Table 13: Frame Section Properties 03 - Concrete Beam, Part 2 of 2 Table 13: Frame Section Properties 03 - Concrete Beam, Part 2 of 2 BotRghtAre SectionName TopLeftArea TopRghtAre BotLeftArea a a in2 in2 in2 in2 v20x20
3.2. Areas
0.0000
0.0000
0.0000
0.0000
Table 14: Area Section Properties, Part 1 of 2 Table 14: Area Section Properties, Part 1 of 2 Section
Material
AreaType
Type
DrillDOF
LOSA
4000Psi
Shell
Shell-Thin
Yes
Thickness in
BendThick in
F11Mod
F22Mo
7.8740
7.8740
1.000000
1.00000
Table 14: Area Section Properties, Part 2 of 2 Table 14: Area Section Properties, Part 2 of 2 Section
M12Mod
V13Mod
V23Mod
MMod
WMod
LOSA
1.000000
1.000000
1.000000
1.000000
1.000000
4. Load patterns This section provides loading information as applied to the model.
4.1. Definitions Table 15: Load Pattern Definitions Table 15: Load Pattern Definitions LoadPat
DesignType
SelfWtMult
DEAD LIVE
DEAD LIVE
1.000000 1.000000
AutoLoad
5. Load cases This section provides load case information.
5.1. Definitions Table 16: Load Case Definitions Case DEAD MODAL LIVE
Table 16: Load Case Definitions Type InitialCond ModalCase LinStatic LinModal LinStatic
Zero Zero Zero
5.2. Static case load assignments
BaseCase
Table 17: Case - Static 1 - Load Assignments Table 17: Case - Static 1 - Load Assignments Case
LoadType
LoadName
LoadSF
DEAD LIVE
Load pattern Load pattern
DEAD LIVE
1.000000 1.000000
5.3. Response spectrum case load assignments Table 18: Function - Response Spectrum - User Table 18: Function - Response Spectrum - User Name UNIFRS UNIFRS
Period Sec
Accel
FuncDamp
0.000000 1.000000
1.000000 1.000000
0.050000
6. Load combinations This section provides load combination information.
Table 19: Combination Definitions Table 19: Combination Definitions ComboName
ComboType
CaseName
DCON1 DCON2 DCON2
Linear Add Linear Add
DEAD DEAD LIVE
ScaleFactor 1.400000 1.200000 1.600000
7. Structure results This section provides structure results, including items such as structural periods and base reactions.
Figure 2: Deformed shape
7.1. Mass summary Table 20: Assembled Joint Masses Table 20: Assembled Joint Masses Joint 9 10 11 12 13 14 15 17 18 19 20 21 22 23 26 27 28 29 30 31 32 35 36
U1 Kip-s2/in
U2 Kip-s2/in
U3 Kip-s2/in
R1 Kip-in-s2
R2 Kip-in-s2
R3 Kip-in-s2
0.0031 0.0060 0.0060 0.0060 0.0060 0.0042 0.0013 0.0039 0.0062 0.0065 0.0067 0.0070 0.0087 0.0046 0.0058 0.0084 0.0082 0.0079 0.0077 0.0090 0.0046 0.0032 0.0060
0.0031 0.0060 0.0060 0.0060 0.0060 0.0042 0.0013 0.0039 0.0062 0.0065 0.0067 0.0070 0.0087 0.0046 0.0058 0.0084 0.0082 0.0079 0.0077 0.0090 0.0046 0.0032 0.0060
0.0031 0.0060 0.0060 0.0060 0.0060 0.0042 0.0013 0.0039 0.0062 0.0065 0.0067 0.0070 0.0087 0.0046 0.0058 0.0084 0.0082 0.0079 0.0077 0.0090 0.0046 0.0032 0.0060
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Table 20: Assembled Joint Masses Joint 37 38 39 40 41 48 49 50 51 52 53 55 56 57 58 59
U1 Kip-s2/in
U2 Kip-s2/in
U3 Kip-s2/in
R1 Kip-in-s2
R2 Kip-in-s2
R3 Kip-in-s2
0.0060 0.0060 0.0060 0.0042 0.0013 0.0034 0.0040 0.0037 0.0035 0.0032 0.0031 0.0029 0.0025 0.0023 0.0020 0.0018
0.0060 0.0060 0.0060 0.0042 0.0013 0.0034 0.0040 0.0037 0.0035 0.0032 0.0031 0.0029 0.0025 0.0023 0.0020 0.0018
0.0060 0.0060 0.0060 0.0042 0.0013 0.0034 0.0040 0.0037 0.0035 0.0032 0.0031 0.0029 0.0025 0.0023 0.0020 0.0018
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
7.2. Modal results Table 21: Modal Participating Mass Ratios Table 21: Modal Participating Mass Ratios OutputCase
StepNum
Period Sec
UX
UY
UZ
SumUX
SumUY
SumUZ
MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL MODAL
1.000000 2.000000 3.000000 4.000000 5.000000 6.000000 7.000000 8.000000 9.000000 10.000000 11.000000 12.000000
0.012344 0.012025 0.010891 0.010496 0.009798 0.009197 0.008686 0.007862 0.007131 0.006543 0.006445 0.005758
0.4343 0.1851 0.0089 0.0086 0.0286 3.748E-06 0.0021 0.1048 0.0476 8.059E-04 0.0450 0.0108
0.4343 0.1851 0.0089 0.0086 0.0286 3.748E-06 0.0021 0.1048 0.0476 8.059E-04 0.0450 0.0108
0.4343 0.1851 0.0089 0.0086 0.0286 3.748E-06 0.0021 0.1048 0.0476 8.059E-04 0.0450 0.0108
0.4343 0.6194 0.6283 0.6369 0.6655 0.6655 0.6675 0.7723 0.8200 0.8208 0.8658 0.8766
0.4343 0.6194 0.6283 0.6369 0.6655 0.6655 0.6675 0.7723 0.8200 0.8208 0.8658 0.8766
0.4343 0.6194 0.6283 0.6369 0.6655 0.6655 0.6675 0.7723 0.8200 0.8208 0.8658 0.8766
7.3. Base reactions Table 22: Base Reactions Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 22: Base Reactions OutputCase
GlobalFX Kip
GlobalFY Kip
GlobalFZ Kip
GlobalMX Kip-in
GlobalMY Kip-in
GlobalMZ Kip-in
DEAD LIVE
1.669 0.646
-3.803 -1.497
179.458 74.049
19891.909 8284.792
-94141.744 -38744.651
-1522.876 -599.737
8. Joint results This section provides joint results, including items such as displacements and reactions.
Table 23: Joint Displacements Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 23: Joint Displacements Joint
OutputCase
U1 in
U2 in
U3 in
R1 Radians
R2 Radians
R3 Radians
9 9 10 10 11 11 12 12 13 13 14 14 15 15 17 17 18 18 19 19 20 20 21 21 22 22 23 23 26 26 27 27 28 28 29 29 30 30 31 31 32 32 35 35 36 36 37 37 38 38
DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE
0.000000 0.000000 9.718E-06 3.778E-06 0.000013 5.096E-06 0.000018 7.069E-06 0.000023 9.069E-06 0.000037 0.000015 0.000048 0.000019 0.000000 0.000000 3.907E-06 1.523E-06 8.467E-06 3.317E-06 0.000013 5.150E-06 0.000019 7.323E-06 0.000031 0.000012 0.000052 0.000020 0.000036 0.000015 0.000046 0.000018 0.000043 0.000017 0.000038 0.000015 0.000034 0.000014 0.000037 0.000015 0.000055 0.000022 0.000042 0.000017 0.000050 0.000020 0.000048 0.000019 0.000043 0.000017
0.000000 0.000000 0.000298 0.000116 0.000400 0.000156 0.000552 0.000216 0.000705 0.000278 0.001146 0.000451 0.001466 0.000574 0.000000 0.000000 0.000120 0.000047 0.000259 0.000102 0.000401 0.000158 0.000567 0.000224 0.000945 0.000374 0.001589 0.000625 0.001094 0.000452 0.001397 0.000566 0.001305 0.000525 0.001156 0.000463 0.001036 0.000414 0.001129 0.000448 0.001695 0.000668 0.001271 0.000522 0.001524 0.000616 0.001475 0.000592 0.001325 0.000529
0.000000 0.000000 -0.000696 -0.000271 -0.000935 -0.000365 -0.001292 -0.000506 -0.001650 -0.000650 -0.002681 -0.001055 -0.003431 -0.001343 0.000000 0.000000 -0.000280 -0.000109 -0.000607 -0.000238 -0.000938 -0.000369 -0.001328 -0.000525 -0.002210 -0.000875 -0.003718 -0.001462 -0.002559 -0.001058 -0.003269 -0.001325 -0.003054 -0.001229 -0.002704 -0.001084 -0.002423 -0.000968 -0.002642 -0.001048 -0.003965 -0.001562 -0.002974 -0.001221 -0.003566 -0.001441 -0.003452 -0.001384 -0.003100 -0.001238
0.000000 0.000000 0.000012 4.579E-06 9.121E-06 3.384E-06 9.685E-06 3.602E-06 6.407E-06 2.221E-06 0.000020 8.338E-06 5.902E-06 3.471E-06 0.000000 0.000000 3.205E-06 1.373E-06 3.521E-06 1.495E-06 4.188E-06 1.709E-06 8.195E-06 3.596E-06 -9.094E-06 -5.037E-06 -0.000042 -0.000020 -0.000015 -6.229E-06 -8.152E-06 -3.287E-06 -0.000012 -4.878E-06 -0.000011 -4.382E-06 -0.000014 -6.028E-06 -3.518E-07 1.367E-06 0.000039 0.000019 -0.000010 -4.100E-06 -4.768E-06 -1.629E-06 -7.709E-06 -2.828E-06 -7.809E-06 -2.874E-06
0.000000 0.000000 3.761E-06 1.453E-06 3.021E-06 1.179E-06 2.527E-06 9.551E-07 7.213E-06 2.995E-06 -1.553E-06 -1.523E-06 0.000015 5.775E-06 0.000000 0.000000 9.929E-07 3.911E-07 1.161E-06 4.608E-07 1.689E-06 6.842E-07 9.723E-07 3.671E-07 0.000016 6.198E-06 0.000039 0.000015 9.407E-06 4.338E-06 2.296E-06 8.776E-07 -8.474E-08 -6.878E-08 4.082E-07 1.709E-07 -6.997E-07 -3.110E-07 0.000015 5.363E-06 0.000032 0.000012 0.000021 9.618E-06 1.177E-07 -2.889E-07 -1.878E-07 -1.043E-07 -1.682E-06 -7.744E-07
0.000000 0.000000 1.779E-06 6.850E-07 1.418E-06 5.512E-07 1.215E-06 4.585E-07 3.172E-06 1.311E-06 -3.822E-07 -5.344E-07 6.575E-06 2.517E-06 0.000000 0.000000 4.691E-07 1.863E-07 5.452E-07 2.178E-07 7.802E-07 3.163E-07 5.300E-07 2.071E-07 6.896E-06 2.579E-06 0.000016 6.210E-06 3.817E-06 1.767E-06 8.673E-07 3.292E-07 -2.026E-07 -9.749E-08 2.169E-08 1.186E-08 -4.967E-07 -2.171E-07 6.211E-06 2.311E-06 0.000014 5.595E-06 8.671E-06 4.053E-06 -1.628E-08 -1.462E-07 -1.879E-07 -8.406E-08 -8.280E-07 -3.711E-07
Table 23: Joint Displacements Joint
OutputCase
U1 in
U2 in
U3 in
R1 Radians
R2 Radians
R3 Radians
39 39 40 40 41 41 48 48 49 49 50 50 51 51 52 52 53 53 55 55 56 56 57 57 58 58 59 59
DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE
0.000039 0.000016 0.000044 0.000017 0.000052 0.000020 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.001192 0.000475 0.001340 0.000530 0.001586 0.000622 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
-0.002789 -0.001111 -0.003136 -0.001239 -0.003710 -0.001456 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
-5.092E-06 -1.693E-06 -0.000016 -6.879E-06 -5.771E-06 -3.413E-06 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3.378E-06 1.443E-06 -5.427E-06 -3.070E-06 0.000013 4.918E-06 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1.373E-06 5.931E-07 -2.549E-06 -1.408E-06 5.460E-06 2.054E-06 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Table 24: Joint Reactions Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 24: Joint Reactions Joint
OutputCase
F1 Kip
F2 Kip
F3 Kip
M1 Kip-in
M2 Kip-in
M3 Kip-in
9 9 17 17 48 48 49 49 50 50 51 51 52 52 53 53 55 55 56 56 57
DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD LIVE DEAD
-2.321 -0.900 1.898 0.738 0.025 0.012 5.617E-03 2.095E-03 -3.223E-03 -1.442E-03 -1.447E-03 -5.417E-04 -9.558E-03 -4.033E-03 0.121 0.044 0.194 0.073 5.475E-03 1.856E-03 0.030
5.767 2.259 -3.161 -1.227 2.566E-04 3.484E-04 -0.016 -6.690E-03 -0.015 -5.962E-03 -0.021 -8.515E-03 -0.020 -7.095E-03 -0.097 -0.044 -0.097 -0.031 -0.227 -0.093 -0.309
4.617 1.814 3.958 1.618 11.890 5.147 16.075 6.805 16.377 6.872 16.169 6.749 16.352 6.783 19.795 8.105 19.912 8.113 15.138 6.186 14.153
-13.457 -5.124 -2.400 -1.092 0.404 0.155 1.402 0.569 1.371 0.546 1.614 0.647 1.636 0.620 -11.036 -5.789 19.064 8.951 5.658 2.286 6.002
-484.460 -190.579 -23.387 -11.629 -10.120 -5.104 0.201 0.073 -0.193 -0.084 -0.122 -0.048 -0.378 -0.158 14.439 6.806 15.341 7.174 -0.047 -0.024 0.155
1099.217 429.599 -6.412 -2.498 -0.113 -0.052 -0.028 -0.011 7.359E-03 3.541E-03 -8.888E-04 -4.860E-04 0.023 0.010 -0.336 -0.125 -0.454 -0.170 -0.043 -0.017 -0.085
Table 24: Joint Reactions Joint
OutputCase
F1 Kip
F2 Kip
F3 Kip
M1 Kip-in
M2 Kip-in
M3 Kip-in
57 58 58 59 59
LIVE DEAD LIVE DEAD LIVE
0.012 0.025 0.010 0.031 0.013
-0.122 -0.574 -0.228 -1.228 -0.486
5.758 13.710 5.542 12.914 5.188
2.372 7.342 2.898 7.154 2.796
0.067 -0.131 -0.050 -0.635 -0.249
-0.034 -0.090 -0.036 -0.159 -0.063
9. Frame results This section provides frame force results.
Table 25: Element Forces - Frames, Part 1 of 2 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 25: Element Forces - Frames, Part 1 of 2 Frame
Station in
OutputCase
P Kip
V2 Kip
V3 Kip
3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6
0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039
DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
-0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Table 25: Element Forces - Frames, Part 1 of 2 Frame
Station in
OutputCase
P Kip
V2 Kip
V3 Kip
6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 11 12 12 12 12 12 12 13 13 13 13 13 13 14 14
67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 56.696 113.391 0.000 56.696 113.391 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.696 113.391 0.000 56.696 113.391 0.000 20.669 41.339 0.000 20.669 41.339 0.000 21.654
DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.213 -0.141 -0.069 -0.091 -0.055 -0.019 -0.128 -0.052 0.025 -0.058 -0.020 0.018 -0.153 -0.077 -8.232E-04 -0.069 -0.030 7.612E-03 -0.149 -0.075 -6.801E-04 -0.067 -0.030 7.080E-03 -0.281 -0.209 -0.137 -0.118 -0.082 -0.046 0.056 0.056 0.056 0.021 0.021 0.021 0.000 0.000
0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.610 -4.431E-03 0.601 -0.304 -1.727E-03 0.301 -0.604 1.359E-03 0.607 -0.302 5.123E-04 0.303 -0.606 -3.696E-04 0.605 -0.303 -1.785E-04 0.302 -0.603 1.820E-03 0.607 -0.302 7.540E-04 0.303 -0.612 -6.516E-03 0.599 -0.306 -2.961E-03 0.300 -0.304 -0.082 0.140 -0.146 -0.035 0.076 -0.698 -0.466
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -2.585E-03 -2.585E-03 -2.585E-03 -9.962E-04 -9.962E-04 -9.962E-04 -6.803E-04 -6.803E-04 -6.803E-04 -2.507E-04 -2.507E-04 -2.507E-04 -1.269E-03 -1.269E-03 -1.269E-03 -4.894E-04 -4.894E-04 -4.894E-04 -1.536E-04 -1.536E-04 -1.536E-04 -1.579E-05 -1.579E-05 -1.579E-05 -4.267E-03 -4.267E-03 -4.267E-03 -1.853E-03 -1.853E-03 -1.853E-03 -0.034 -0.034 -0.034 -0.014 -0.014 -0.014 0.000 0.000
Table 25: Element Forces - Frames, Part 1 of 2 Frame
Station in
OutputCase
P Kip
V2 Kip
V3 Kip
14 14 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 15 16 16 16 16 16 16 17 17 17 17 17 17 18 18 18 18 18 18 19 19 19 19 19 19 20 20 20 20 20 20 23 23 23 23 23 23 24 24 24 24 24
43.307 64.961 86.614 108.268 129.921 0.000 21.654 43.307 64.961 86.614 108.268 129.921 0.000 56.696 113.391 0.000 56.696 113.391 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.696 113.391 0.000 56.696 113.391 0.000 20.669 41.339 0.000 20.669 41.339 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719
DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.129 -0.057 0.015 -0.058 -0.022 0.014 -0.147 -0.070 5.734E-03 -0.066 -0.028 0.010 -0.148 -0.071 4.786E-03 -0.066 -0.028 9.774E-03 -0.156 -0.082 -7.507E-03 -0.070 -0.033 4.481E-03 -0.251 -0.179 -0.107 -0.107 -0.071 -0.035 0.112 0.112 0.112 0.044 0.044 0.044 0.268 0.191 0.115 0.110 0.072 0.034 0.018 -0.056 -0.131 0.012 -0.025
-0.233 9.159E-16 0.233 0.466 0.698 -0.349 -0.233 -0.116 4.441E-16 0.116 0.233 0.349 -0.607 -2.054E-03 0.603 -0.303 -7.986E-04 0.302 -0.607 -1.867E-03 0.603 -0.303 -7.319E-04 0.302 -0.607 -1.543E-03 0.604 -0.303 -6.045E-04 0.302 -0.607 -2.188E-03 0.603 -0.304 -8.788E-04 0.302 -0.604 1.006E-03 0.606 -0.302 2.209E-04 0.303 -0.287 -0.065 0.158 -0.137 -0.025 0.086 -0.606 -3.651E-04 0.605 -0.302 2.959E-04 0.303 -0.602 3.122E-03 0.608 -0.301 1.297E-03
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -1.060E-03 -1.060E-03 -1.060E-03 -4.192E-04 -4.192E-04 -4.192E-04 -1.201E-03 -1.201E-03 -1.201E-03 -4.840E-04 -4.840E-04 -4.840E-04 -1.121E-03 -1.121E-03 -1.121E-03 -4.497E-04 -4.497E-04 -4.497E-04 -1.646E-03 -1.646E-03 -1.646E-03 -6.798E-04 -6.798E-04 -6.798E-04 4.331E-04 4.331E-04 4.331E-04 1.554E-04 1.554E-04 1.554E-04 -0.030 -0.030 -0.030 -0.012 -0.012 -0.012 -1.851E-03 -1.851E-03 -1.851E-03 -5.838E-04 -5.838E-04 -5.838E-04 -8.438E-05 -8.438E-05 -8.438E-05 -2.260E-05 -2.260E-05
Table 25: Element Forces - Frames, Part 1 of 2 Frame
Station in
OutputCase
P Kip
V2 Kip
V3 Kip
24 25 25 25 25 25 25 26 26 26 26 26 26 27 27 27 27 27 27 28 28 28 28 28 28 31 31 31 31 31 31 32 32 32 32 32 32 33 33 33 33 33 33 34 34 34 34 34 34 35 35 35 35 35 35 36 36 36 36
113.438 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.650 113.301 0.000 56.650 113.301 0.000 20.669 41.339 0.000 20.669 41.339 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.650 113.301 0.000 56.650 113.301 0.000 20.669 41.339 0.000
LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE
-0.062 -0.018 -0.094 -0.171 -1.057E-03 -0.039 -0.077 4.329E-04 -0.076 -0.152 6.751E-03 -0.031 -0.069 0.121 0.053 -0.014 0.053 0.020 -0.014 0.099 0.099 0.099 0.038 0.038 0.038 0.236 0.160 0.083 0.098 0.060 0.021 0.044 -0.030 -0.104 0.022 -0.015 -0.052 -0.019 -0.095 -0.171 -1.274E-03 -0.039 -0.077 -7.483E-03 -0.084 -0.160 3.707E-03 -0.034 -0.072 0.152 0.084 0.017 0.065 0.031 -2.590E-03 0.043 0.043 0.043 0.016
0.304 -0.602 3.371E-03 0.609 -0.301 1.381E-03 0.304 -0.603 2.415E-03 0.608 -0.302 9.891E-04 0.304 -0.600 5.256E-03 0.611 -0.301 1.911E-03 0.305 -0.285 -0.063 0.159 -0.137 -0.026 0.086 -0.600 5.449E-03 0.611 -0.300 2.864E-03 0.306 -0.604 1.006E-03 0.606 -0.302 3.170E-04 0.303 -0.603 2.242E-03 0.608 -0.302 8.745E-04 0.304 -0.602 3.724E-03 0.609 -0.301 1.516E-03 0.304 -0.610 -4.267E-03 0.601 -0.305 -2.036E-03 0.301 -0.295 -0.073 0.149 -0.142
-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
Table 25: Element Forces - Frames, Part 1 of 2 Frame
Station in
OutputCase
P Kip
V2 Kip
V3 Kip
36 36 38 38 38 38 38 38 38 38 38 38 38 38 39 39 39 39 39 39 39 39 39 39 39 39 41 41 41 41 41 41 42 42 42 42 42 42 43 43 43 43 43 43 44 44 44 44 44 44 45 45 45 45 45 45 45 45 45
20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039
LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE
0.016 0.016 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.947 0.947 0.947 0.370 0.370 0.370 0.677 0.677 0.677 0.266 0.266 0.266 0.907 0.907 0.907 0.354 0.354 0.354 0.902 0.902 0.902 0.352 0.352 0.352 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
-0.031 0.080 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.205 0.017 0.240 -0.102 8.965E-03 0.120 -0.227 -5.263E-03 0.217 -0.114 -2.668E-03 0.108 -0.221 1.373E-03 0.224 -0.110 7.323E-04 0.112 -0.224 -1.434E-03 0.221 -0.112 -7.550E-04 0.110 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061
-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
Table 25: Element Forces - Frames, Part 1 of 2 Frame
Station in
OutputCase
P Kip
V2 Kip
V3 Kip
45 45 45 46 46 46 46 46 46 47 47 47 47 47 47 48 48 48 48 48 48 49 49 49 49 49 49 50 50 50 50 50 50 50 50 50 50 50 50 51 51 51 51 51 51 51 51 51 51 51 51 53 53 53 53 53 53 54 54
67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669
LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD
0.000 0.000 0.000 0.835 0.835 0.835 0.326 0.326 0.326 1.127 1.127 1.127 0.435 0.435 0.435 -0.582 -0.582 -0.582 -0.243 -0.243 -0.243 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.949 -0.949 -0.949 -0.368 -0.368 -0.368 -0.749 -0.749
0.061 0.182 0.303 -0.217 5.521E-03 0.228 -0.108 2.905E-03 0.114 -0.248 -0.026 0.196 -0.125 -0.013 0.098 -0.298 -0.076 0.147 -0.150 -0.039 0.072 -0.222 0.000 0.222 -0.111 0.000 0.111 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.605 -0.363 -0.121 0.121 0.363 0.605 -0.303 -0.182 -0.061 0.061 0.182 0.303 -0.205 0.017 0.239 -0.104 6.739E-03 0.118 -0.210 0.012
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
Table 25: Element Forces - Frames, Part 1 of 2 Frame
Station in
OutputCase
P Kip
V2 Kip
V3 Kip
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
41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 65.390 130.780 0.000 65.390 130.780 0.000 65.390 130.780 0.000 65.390 130.780 0.000 76.378 152.756 0.000 76.378 152.756 0.000 69.291 138.583 0.000 69.291 138.583 0.000 62.402 124.803 0.000 62.402 124.803 0.000
DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD
-0.749 -0.290 -0.290 -0.290 -0.808 -0.808 -0.808 -0.313 -0.313 -0.313 -0.734 -0.734 -0.734 -0.285 -0.285 -0.285 -1.072 -1.072 -1.072 -0.412 -0.412 -0.412 0.654 0.654 0.654 0.273 0.273 0.273 0.210 0.130 0.049 0.093 0.052 0.012 0.306 0.226 0.145 0.131 0.091 0.051 -7.179 -9.232 -11.285 -2.792 -3.818 -4.845 -11.139 -13.002 -14.864 -4.337 -5.268 -6.199 -11.812 -13.489 -15.167 -4.590 -5.428 -6.267 -11.985
0.234 -0.106 4.659E-03 0.116 -0.210 0.012 0.234 -0.106 4.846E-03 0.116 -0.219 3.524E-03 0.226 -0.110 8.399E-04 0.112 -0.180 0.042 0.265 -0.091 0.020 0.131 -0.143 0.079 0.301 -0.071 0.040 0.151 -0.698 5.630E-04 0.699 -0.349 2.254E-04 0.349 -0.699 -1.015E-03 0.697 -0.350 -3.577E-04 0.349 0.025 0.025 0.025 0.012 0.012 0.012 5.617E-03 5.617E-03 5.617E-03 2.095E-03 2.095E-03 2.095E-03 -3.223E-03 -3.223E-03 -3.223E-03 -1.442E-03 -1.442E-03 -1.442E-03 -1.447E-03
6.307E-03 2.473E-03 2.473E-03 2.473E-03 6.357E-03 6.357E-03 6.357E-03 2.469E-03 2.469E-03 2.469E-03 0.013 0.013 0.013 5.192E-03 5.192E-03 5.192E-03 0.022 0.022 0.022 6.960E-03 6.960E-03 6.960E-03 0.082 0.082 0.082 0.032 0.032 0.032 8.682E-03 8.682E-03 8.682E-03 3.395E-03 3.395E-03 3.395E-03 3.784E-03 3.784E-03 3.784E-03 1.413E-03 1.413E-03 1.413E-03 -2.566E-04 -2.566E-04 -2.566E-04 -3.484E-04 -3.484E-04 -3.484E-04 0.016 0.016 0.016 6.690E-03 6.690E-03 6.690E-03 0.015 0.015 0.015 5.962E-03 5.962E-03 5.962E-03 0.021
Table 25: Element Forces - Frames, Part 1 of 2 Frame
Station in
OutputCase
P Kip
V2 Kip
V3 Kip
69 69 69 69 69 70 70 70 70 70 70 71 71 71 71 71 71 73 73 73 73 73 73 74 74 74 74 74 74 75 75 75 75 75 75 76 76 76 76 76 76 77 77 77 77 77 77
55.315 110.630 0.000 55.315 110.630 0.000 48.228 96.457 0.000 48.228 96.457 0.000 41.929 83.858 0.000 41.929 83.858 0.000 34.449 68.898 0.000 34.449 68.898 0.000 27.756 55.512 0.000 27.756 55.512 0.000 20.866 41.732 0.000 20.866 41.732 0.000 13.780 27.559 0.000 13.780 27.559 0.000 6.693 13.386 0.000 6.693 13.386
DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE
-13.471 -14.958 -4.657 -5.400 -6.144 -12.548 -13.845 -15.141 -4.881 -5.529 -6.177 -16.237 -17.364 -18.491 -6.326 -6.890 -7.453 -16.756 -17.682 -18.608 -6.535 -6.998 -7.461 -12.435 -13.181 -13.927 -4.835 -5.208 -5.581 -11.821 -12.382 -12.943 -4.592 -4.872 -5.152 -11.759 -12.129 -12.500 -4.566 -4.752 -4.937 -11.343 -11.523 -11.703 -4.403 -4.493 -4.583
-1.447E-03 -1.447E-03 -5.417E-04 -5.417E-04 -5.417E-04 -9.558E-03 -9.558E-03 -9.558E-03 -4.033E-03 -4.033E-03 -4.033E-03 0.121 0.121 0.121 0.044 0.044 0.044 0.194 0.194 0.194 0.073 0.073 0.073 5.483E-03 5.484E-03 5.485E-03 1.859E-03 1.859E-03 1.860E-03 0.030 0.030 0.030 0.012 0.012 0.012 0.025 0.025 0.025 0.010 0.010 0.010 0.031 0.031 0.031 0.013 0.013 0.013
0.021 0.021 8.515E-03 8.515E-03 8.515E-03 0.020 0.020 0.020 7.095E-03 7.095E-03 7.095E-03 0.097 0.097 0.097 0.044 0.044 0.044 0.097 0.097 0.097 0.031 0.031 0.031 0.227 0.227 0.227 0.093 0.093 0.093 0.309 0.309 0.309 0.122 0.122 0.122 0.574 0.574 0.574 0.228 0.228 0.228 1.228 1.228 1.228 0.486 0.486 0.486
Table 25: Element Forces - Frames, Part 2 of 2 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 25: Element Forces - Frames, Part 2 of 2 Frame
Station in
OutputCase
T Kip-in
M2 Kip-in
M3 Kip-in
3 3 3
0.000 22.520 45.039
DEAD DEAD DEAD
0.000 0.000 0.000
0.000 0.000 0.000
-11.359 -0.454 4.998
Table 25: Element Forces - Frames, Part 2 of 2 Frame
Station in
OutputCase
T Kip-in
M2 Kip-in
M3 Kip-in
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
67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 56.696
DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.088 0.088
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.150 -3.185E-03
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
Table 25: Element Forces - Frames, Part 2 of 2 Frame
Station in
OutputCase
T Kip-in
M2 Kip-in
M3 Kip-in
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
113.391 0.000 56.696 113.391 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.696 113.391 0.000 56.696 113.391 0.000 20.669 41.339 0.000 20.669 41.339 0.000 21.654 43.307 64.961 86.614 108.268 129.921 0.000 21.654 43.307 64.961 86.614 108.268 129.921 0.000 56.696 113.391 0.000 56.696 113.391 0.000 56.743 113.487 0.000 56.743
DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE
0.088 0.033 0.033 0.033 -0.022 -0.022 -0.022 -8.498E-03 -8.498E-03 -8.498E-03 3.774E-03 3.774E-03 3.774E-03 1.453E-03 1.453E-03 1.453E-03 -0.021 -0.021 -0.021 -8.965E-03 -8.965E-03 -8.965E-03 0.094 0.094 0.094 0.041 0.041 0.041 -0.277 -0.277 -0.277 -0.094 -0.094 -0.094 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.023 0.023 0.023 9.801E-03 9.801E-03 9.801E-03 2.284E-03 2.284E-03 2.284E-03 8.790E-04 8.790E-04
0.143 -0.058 -1.403E-03 0.055 -0.039 -3.673E-04 0.038 -0.014 -1.664E-04 0.014 -0.069 2.732E-03 0.075 -0.027 1.198E-03 0.029 -0.032 -0.024 -0.015 -0.011 -0.010 -9.289E-03 -0.190 0.052 0.294 -0.079 0.026 0.131 -0.889 -0.192 0.505 -0.380 -0.084 0.212 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.061 -8.779E-04 0.059 -0.024 -2.301E-04 0.024 -0.068 -3.624E-04 0.068 -0.028 -1.614E-04
-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
Table 25: Element Forces - Frames, Part 2 of 2 Frame
Station in
OutputCase
T Kip-in
M2 Kip-in
M3 Kip-in
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
113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.696 113.391 0.000 56.696 113.391 0.000 20.669 41.339 0.000 20.669 41.339 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.650 113.301 0.000 56.650 113.301 0.000 20.669 41.339 0.000
LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE
8.790E-04 4.881E-03 4.881E-03 4.881E-03 1.590E-03 1.590E-03 1.590E-03 0.028 0.028 0.028 0.013 0.013 0.013 -0.116 -0.116 -0.116 -0.059 -0.059 -0.059 -0.630 -0.630 -0.630 -0.297 -0.297 -0.297 0.047 0.047 0.047 0.022 0.022 0.022 -0.026 -0.026 -0.026 -0.011 -0.011 -0.011 6.651E-03 6.651E-03 6.651E-03 3.380E-03 3.380E-03 3.380E-03 -0.022 -0.022 -0.022 -0.011 -0.011 -0.011 0.092 0.092 0.092 0.050 0.050 0.050 0.764 0.764 0.764 0.349
0.027 -0.065 -1.504E-03 0.062 -0.026 -7.118E-04 0.025 -0.086 7.382E-03 0.101 -0.035 3.390E-03 0.042 -0.059 -0.084 -0.109 -0.025 -0.034 -0.043 -0.873 -0.249 0.375 -0.351 -0.100 0.151 -0.084 0.021 0.126 -0.022 0.011 0.044 0.010 0.015 0.020 4.910E-03 6.192E-03 7.474E-03 -0.015 -3.458E-03 8.272E-03 -6.085E-03 -1.710E-03 2.664E-03 -0.035 9.195E-03 0.053 -0.014 4.343E-03 0.023 -0.011 -0.082 -0.154 -5.130E-03 -0.034 -0.062 -0.738 -0.222 0.295 -0.294
-5.684 -11.542 5.719 -11.367 -5.761 2.860 -5.692 -11.561 5.729 -11.313 -5.769 2.864 -5.669 -11.538 5.564 -11.652 -5.766 2.801 -5.791 -3.479 0.154 -0.808 -1.540 0.135 -0.487 -11.398 5.796 -11.357 -5.673 2.897 -5.707 -11.243 5.746 -11.597 -5.639 2.871 -5.786 -11.263 5.720 -11.645 -5.649 2.860 -5.805 -11.301 5.736 -11.575 -5.664 2.867 -5.776 -11.286 5.562 -11.881 -5.664 2.801 -5.880 -3.317 0.282 -0.711 -1.489
Table 25: Element Forces - Frames, Part 2 of 2 Frame
Station in
OutputCase
T Kip-in
M2 Kip-in
M3 Kip-in
28 28 31 31 31 31 31 31 32 32 32 32 32 32 33 33 33 33 33 33 34 34 34 34 34 34 35 35 35 35 35 35 36 36 36 36 36 36 38 38 38 38 38 38 38 38 38 38 38 38 39 39 39 39 39 39 39 39 39
20.669 41.339 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.719 113.438 0.000 56.719 113.438 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.743 113.487 0.000 56.650 113.301 0.000 56.650 113.301 0.000 20.669 41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039
LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE
0.349 0.349 0.047 0.047 0.047 0.021 0.021 0.021 -0.020 -0.020 -0.020 -8.468E-03 -8.468E-03 -8.468E-03 -1.388E-04 -1.388E-04 -1.388E-04 -7.053E-05 -7.053E-05 -7.053E-05 0.017 0.017 0.017 7.435E-03 7.435E-03 7.435E-03 -0.077 -0.077 -0.077 -0.035 -0.035 -0.035 0.207 0.207 0.207 0.067 0.067 0.067 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
-0.090 0.113 0.146 0.080 0.013 0.083 0.039 -5.735E-03 -0.020 5.296E-03 0.031 -9.242E-03 8.429E-04 0.011 -2.135E-03 6.501E-03 0.015 1.027E-03 2.916E-03 4.806E-03 0.012 -0.025 -0.063 7.059E-03 -0.011 -0.029 -0.132 0.052 0.236 -0.055 0.026 0.107 -0.891 -0.221 0.449 -0.382 -0.095 0.192 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.187 -0.433 -10.934 5.930 -11.552 -5.463 2.962 -5.788 -11.384 5.725 -11.498 -5.706 2.859 -5.742 -11.307 5.739 -11.561 -5.668 2.869 -5.767 -11.288 5.674 -11.711 -5.661 2.840 -5.833 -11.583 5.804 -11.100 -5.785 2.903 -5.554 -3.551 0.259 -0.524 -1.632 0.163 -0.339 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499 2.499 -0.227 -5.680 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499
Table 25: Element Forces - Frames, Part 2 of 2 Frame
Station in
OutputCase
T Kip-in
M2 Kip-in
M3 Kip-in
39 39 39 41 41 41 41 41 41 42 42 42 42 42 42 43 43 43 43 43 43 44 44 44 44 44 44 45 45 45 45 45 45 45 45 45 45 45 45 46 46 46 46 46 46 47 47 47 47 47 47 48 48 48 48 48 48 49 49
67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669
LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD
0.000 0.000 0.000 0.218 0.218 0.218 0.102 0.102 0.102 -0.042 -0.042 -0.042 -0.023 -0.023 -0.023 -1.999E-03 -1.999E-03 -1.999E-03 -6.891E-04 -6.891E-04 -6.891E-04 -0.041 -0.041 -0.041 -0.018 -0.018 -0.018 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.079 0.079 0.079 0.034 0.034 0.034 -0.388 -0.388 -0.388 -0.164 -0.164 -0.164 -0.371 -0.371 -0.371 -0.146 -0.146 -0.146 0.000 0.000
0.000 0.000 0.000 0.822 -0.134 -1.089 0.381 -0.063 -0.507 0.103 0.024 -0.054 0.033 0.013 -6.501E-03 -9.518E-03 -4.062E-04 8.706E-03 -6.118E-03 -3.702E-04 5.377E-03 -0.017 0.023 0.064 -8.534E-03 0.011 0.030 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.033 -0.052 -0.136 0.013 -0.022 -0.058 0.540 0.241 -0.058 0.180 0.102 0.025 1.705 0.242 -1.220 0.665 0.098 -0.470 0.000 0.000
2.499 -0.227 -5.680 -1.056 0.881 -1.775 -0.522 0.441 -0.892 -1.547 0.859 -1.329 -0.775 0.428 -0.665 -1.387 0.882 -1.443 -0.694 0.439 -0.724 -1.474 0.852 -1.415 -0.740 0.424 -0.708 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499 2.499 -0.227 -5.680 -1.167 1.015 -1.395 -0.586 0.502 -0.706 -2.507 0.322 -1.443 -1.271 0.156 -0.714 -4.329 -0.468 -1.202 -2.199 -0.244 -0.586 -1.531 0.766
Table 25: Element Forces - Frames, Part 2 of 2 Frame
Station in
OutputCase
T Kip-in
M2 Kip-in
M3 Kip-in
49 49 49 49 50 50 50 50 50 50 50 50 50 50 50 50 51 51 51 51 51 51 51 51 51 51 51 51 53 53 53 53 53 53 54 54 54 54 54 54 55 55 55 55 55 55 56 56 56 56 56 56 57 57 57 57 57 57 59
41.339 0.000 20.669 41.339 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 22.520 45.039 67.559 90.079 112.598 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000 20.669 41.339 0.000
DEAD LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.054 -0.054 -0.054 -0.021 -0.021 -0.021 -0.036 -0.036 -0.036 -0.014 -0.014 -0.014 -0.016 -0.016 -0.016 -5.255E-03 -5.255E-03 -5.255E-03 -0.121 -0.121 -0.121 -0.051 -0.051 -0.051 0.349 0.349 0.349 0.150 0.150 0.150 0.455
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.183 0.036 -0.111 0.071 0.014 -0.043 0.154 0.024 -0.106 0.060 9.188E-03 -0.042 0.143 0.012 -0.119 0.055 3.918E-03 -0.047 0.334 0.073 -0.188 0.138 0.030 -0.077 0.263 -0.201 -0.664 0.058 -0.086 -0.230 1.441
-1.531 -0.766 0.383 -0.766 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499 2.499 -0.227 -5.680 -11.359 -0.454 4.998 4.998 -0.454 -11.359 -5.680 -0.227 2.499 2.499 -0.227 -5.680 -1.432 0.516 -2.130 -0.715 0.294 -0.993 -1.442 0.611 -1.929 -0.721 0.331 -0.914 -1.437 0.614 -1.928 -0.718 0.331 -0.918 -1.409 0.815 -1.555 -0.710 0.421 -0.745 -1.463 -0.041 -3.211 -0.727 0.014 -1.541 -1.211
Table 25: Element Forces - Frames, Part 2 of 2 Frame
Station in
OutputCase
T Kip-in
M2 Kip-in
M3 Kip-in
59 59 59 59 59 60 60 60 60 60 60 61 61 61 61 61 61 66 66 66 66 66 66 67 67 67 67 67 67 68 68 68 68 68 68 69 69 69 69 69 69 70 70 70 70 70 70 71 71 71 71 71 71 73 73 73 73 73 73
20.669 41.339 0.000 20.669 41.339 0.000 65.390 130.780 0.000 65.390 130.780 0.000 65.390 130.780 0.000 65.390 130.780 0.000 76.378 152.756 0.000 76.378 152.756 0.000 69.291 138.583 0.000 69.291 138.583 0.000 62.402 124.803 0.000 62.402 124.803 0.000 55.315 110.630 0.000 55.315 110.630 0.000 48.228 96.457 0.000 48.228 96.457 0.000 41.929 83.858 0.000 41.929 83.858 0.000 34.449 68.898 0.000 34.449 68.898
DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE
0.455 0.455 0.183 0.183 0.183 -0.041 -0.041 -0.041 -0.017 -0.017 -0.017 -0.012 -0.012 -0.012 -5.275E-03 -5.275E-03 -5.275E-03 0.113 0.113 0.113 0.052 0.052 0.052 0.028 0.028 0.028 0.011 0.011 0.011 -7.359E-03 -7.359E-03 -7.359E-03 -3.541E-03 -3.541E-03 -3.541E-03 8.888E-04 8.888E-04 8.888E-04 4.860E-04 4.860E-04 4.860E-04 -0.023 -0.023 -0.023 -0.010 -0.010 -0.010 0.336 0.336 0.336 0.125 0.125 0.125 0.454 0.454 0.454 0.170 0.170 0.170
-0.258 -1.957 0.557 -0.102 -0.761 0.560 -8.019E-03 -0.576 0.219 -2.592E-03 -0.225 0.243 -4.047E-03 -0.252 0.091 -1.482E-03 -0.094 -0.443 -0.424 -0.404 -0.208 -0.181 -0.155 0.879 -0.262 -1.402 0.358 -0.106 -0.569 0.521 -0.425 -1.371 0.198 -0.174 -0.546 0.734 -0.440 -1.614 0.295 -0.176 -0.647 0.329 -0.653 -1.636 0.064 -0.278 -0.620 4.050 -0.019 -4.088 1.918 0.073 -1.773 2.766 -0.587 -3.941 0.739 -0.325 -1.389
-0.542 -4.466 -0.591 -0.274 -2.254 -14.485 8.313 -14.559 -7.251 4.152 -7.281 -15.214 7.688 -15.081 -7.579 3.862 -7.532 2.642 0.701 -1.239 1.223 0.323 -0.576 0.578 0.189 -0.201 0.217 0.072 -0.073 -0.209 -7.734E-03 0.193 -0.096 -6.278E-03 0.084 -0.038 0.042 0.122 -0.012 0.018 0.048 -0.544 -0.083 0.378 -0.231 -0.037 0.158 7.031 1.976 -3.079 2.583 0.728 -1.126 9.416 2.717 -3.982 3.544 1.025 -1.495
Table 25: Element Forces - Frames, Part 2 of 2 Frame
Station in
OutputCase
T Kip-in
M2 Kip-in
M3 Kip-in
74 74 74 74 74 74 75 75 75 75 75 75 76 76 76 76 76 76 77 77 77 77 77 77
0.000 27.756 55.512 0.000 27.756 55.512 0.000 20.866 41.732 0.000 20.866 41.732 0.000 13.780 27.559 0.000 13.780 27.559 0.000 6.693 13.386 0.000 6.693 13.386
DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE DEAD DEAD DEAD LIVE LIVE LIVE
0.043 0.043 0.043 0.017 0.017 0.017 0.085 0.085 0.085 0.034 0.034 0.034 0.090 0.090 0.090 0.036 0.036 0.036 0.159 0.159 0.159 0.063 0.063 0.063
6.971 0.657 -5.658 2.862 0.288 -2.286 6.895 0.447 -6.002 2.736 0.182 -2.372 8.479 0.569 -7.342 3.381 0.241 -2.898 9.284 1.065 -7.154 3.709 0.456 -2.796
0.352 0.200 0.047 0.127 0.075 0.024 1.077 0.461 -0.155 0.441 0.187 -0.067 0.829 0.480 0.131 0.331 0.190 0.050 1.054 0.845 0.635 0.417 0.333 0.249
10. Area results This section provides area results, including items such as forces and stresses.
Table 26: Element Forces - Area Shells, Part 1 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 26: Element Forces - Area Shells, Part 1 of 3 Area
AreaElem
Joint
OutputCase
4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6
4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6
35 36 27 26 35 36 27 26 36 37 28 27 36 37 28 27 37 38 29 28
DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD
F11 Kip/in 0.1295 0.0938 0.0946 0.1303 0.0505 0.0368 0.0371 0.0508 0.0888 0.1192 0.1185 0.0881 0.0348 0.0464 0.0461 0.0346 0.1174 0.1168 0.1168 0.1175
F22 Kip/in 0.0462 0.0390 0.0432 0.0504 0.0177 0.0149 0.0165 0.0193 0.0140 0.0200 0.0165 0.0104 0.0051 0.0074 0.0060 0.0037 0.0114 0.0113 0.0114 0.0115
F12 Kip/in 0.0573 -0.0059 0.0278 0.0910 0.0238 -0.0067 0.0086 0.0390 0.0121 0.0040 -3.393E-05 0.0081 0.0040 0.0014 -3.363E-04 0.0023 7.153E-04 -0.0011 -5.274E-04 0.0013
Table 26: Element Forces - Area Shells, Part 1 of 3 Area
AreaElem
Joint
OutputCase
F11 Kip/in
F22 Kip/in
F12 Kip/in
6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13
6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13
37 38 29 28 38 39 30 29 38 39 30 29 39 40 31 30 39 40 31 30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12
LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE
0.0457 0.0455 0.0455 0.0457 0.1171 0.1083 0.1085 0.1173 0.0456 0.0422 0.0423 0.0457 0.1127 0.1513 0.1505 0.1119 0.0439 0.0584 0.0581 0.0436 -0.0097 -0.0024 0.0429 0.0355 -0.0043 -0.0014 0.0166 0.0136 0.0165 0.0183 0.0208 0.0190 0.0065 0.0072 0.0082 0.0075 0.0322 0.0247 -0.0210 -0.0135 0.0130 0.0100 -0.0081 -0.0051 -0.1465 -0.1018 -0.1026 -0.1473 -0.0564 -0.0396 -0.0399 -0.0567 -0.0992 -0.1091 -0.1089 -0.0990 -0.0386 -0.0423 -0.0422
0.0041 0.0041 0.0041 0.0042 0.0128 0.0110 0.0121 0.0138 0.0048 0.0041 0.0045 0.0052 0.0333 0.0410 0.0369 0.0291 0.0128 0.0156 0.0141 0.0112 -0.0758 -0.0744 0.1517 0.1502 -0.0317 -0.0311 0.0586 0.0580 0.0197 0.0201 0.0328 0.0325 0.0079 0.0081 0.0132 0.0130 0.0895 0.0880 -0.1403 -0.1388 0.0372 0.0366 -0.0539 -0.0533 -0.0520 -0.0431 -0.0470 -0.0560 -0.0203 -0.0169 -0.0184 -0.0218 -0.0302 -0.0322 -0.0313 -0.0293 -0.0118 -0.0126 -0.0123
-2.206E-04 -9.528E-04 -4.649E-04 2.674E-04 -0.0102 -0.0020 0.0141 0.0059 -0.0049 -0.0014 0.0058 0.0023 0.0416 0.0638 0.0137 -0.0086 0.0182 0.0243 0.0028 -0.0033 -0.1662 -0.1542 -0.0636 -0.0755 -0.0666 -0.0601 -0.0219 -0.0284 -0.1564 -0.1644 -0.0922 -0.0842 -0.0612 -0.0649 -0.0356 -0.0319 -0.1810 -0.1868 -0.0905 -0.0847 -0.0710 -0.0745 -0.0343 -0.0308 -0.0391 -0.0160 -0.0683 -0.0914 -0.0132 -0.0067 -0.0291 -0.0355 -0.0392 -0.0308 -0.0142 -0.0226 -0.0160 -0.0125 -0.0051
Table 26: Element Forces - Area Shells, Part 1 of 3 Area
AreaElem
Joint
OutputCase
F11 Kip/in
F22 Kip/in
F12 Kip/in
13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16
13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16
13 20 19 11 12 20 19 11 12 19 18 10 11 19 18 10 11 18 10 9 17 18 10 9 17
LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE
-0.0385 -0.1088 -0.1010 -0.1011 -0.1089 -0.0422 -0.0392 -0.0392 -0.0422 -0.1009 -0.1274 -0.1269 -0.1004 -0.0392 -0.0494 -0.0492 -0.0390 -0.1270 -0.1292 -0.0037 -0.0015 -0.0493 -0.0501 -0.0015 -5.849E-04
-0.0115 -0.0308 -0.0293 -0.0300 -0.0316 -0.0120 -0.0114 -0.0117 -0.0123 -0.0291 -0.0344 -0.0319 -0.0266 -0.0114 -0.0134 -0.0124 -0.0104 -0.0326 -0.0438 -0.0187 -0.0075 -0.0127 -0.0170 -0.0073 -0.0029
-0.0086 -0.0250 -0.0249 -0.0266 -0.0267 -0.0099 -0.0099 -0.0103 -0.0104 -0.0258 -0.0282 -0.0224 -0.0200 -0.0103 -0.0112 -0.0086 -0.0077 0.0264 0.0434 0.0288 0.0118 0.0104 0.0168 0.0111 0.0047
M22 Kip-in/in -0.0574 0.0088 -0.0119 -0.0232 -0.0293 0.0059 -0.0021 -0.0152 -0.0135 0.0050 0.0168 -0.0266 -0.0049 0.0016 0.0067 -0.0108 -0.0213 0.0117 0.0250 -0.0288 -0.0086 0.0041 0.0102 -0.0121 -0.0250
M12 Kip-in/in 0.0068 -0.0128 -0.0128 0.0067 0.0036 -0.0058 -0.0059 0.0035 8.644E-04 0.0039 0.0043 0.0012 6.222E-05 0.0017 0.0019 2.371E-04 0.0017 -0.0012 -0.0018 0.0011 7.725E-04 -5.541E-04 -8.134E-04 5.132E-04 -0.0067
Table 26: Element Forces - Area Shells, Part 2 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 26: Element Forces - Area Shells, Part 2 of 3 Area
AreaElem
Joint
OutputCase
4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7
4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7
35 36 27 26 35 36 27 26 36 37 28 27 36 37 28 27 37 38 29 28 37 38 29 28 38
DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD
M11 Kip-in/in 0.0429 -0.0241 -7.505E-04 -0.0838 0.0213 -0.0121 9.554E-04 -0.0430 -0.0286 -0.0098 -0.0151 -0.0036 -0.0143 -0.0048 -0.0078 -7.839E-04 -0.0151 -0.0137 -0.0014 -0.0242 -0.0068 -0.0071 -8.509E-04 -0.0115 -0.0211
Table 26: Element Forces - Area Shells, Part 2 of 3 Area
AreaElem
Joint
OutputCase
M11 Kip-in/in
M22 Kip-in/in
M12 Kip-in/in
7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14
7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14
39 30 29 38 39 30 29 39 40 31 30 39 40 31 30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12
DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD
-0.0069 -0.0466 -0.0107 -0.0100 -0.0031 -0.0233 -0.0046 -0.0100 -0.0264 0.1392 -0.0540 -0.0042 -0.0151 0.0720 -0.0261 -0.1672 -0.0482 0.2816 0.2844 -0.0723 -0.0111 0.1172 0.1214 -0.1505 -0.1376 0.2847 0.2644 -0.0625 -0.0552 0.1126 0.1062 -0.0320 -0.1996 0.3045 0.3230 -0.0024 -0.0858 0.1299 0.1313 -0.2272 -0.0033 0.0038 0.0283 -0.1056 0.0026 0.0019 0.0152 0.0029 -0.0565 0.0147 0.0072 0.0053 -0.0218 0.0073 0.0034 -0.0511 -0.0561 0.0118 0.0138
0.0323 0.0069 -0.0212 -0.0102 0.0133 0.0020 -0.0088 0.0179 -0.0477 0.0857 -0.0297 0.0083 -0.0236 0.0356 -0.0119 -0.0960 0.3664 0.1873 0.0386 -0.0479 0.1905 0.0914 0.0141 -0.1239 -0.1119 0.0387 0.0517 -0.0583 -0.0531 0.0124 0.0172 0.3879 -0.1022 0.0407 0.2896 0.1996 -0.0504 0.0157 0.1302 -0.0725 -0.0130 -0.0356 0.0644 -0.0302 -0.0053 -0.0155 0.0304 0.0175 -0.0264 0.0103 -0.0178 0.0079 -0.0104 0.0044 -0.0074 3.881E-04 -0.0232 2.991E-04 0.0061
0.0023 0.0052 -0.0038 -0.0030 9.752E-04 0.0024 -0.0015 0.0271 -0.0079 -0.0206 0.0145 0.0118 -0.0030 -0.0094 0.0055 0.0314 0.0732 0.0744 0.0326 0.0098 0.0309 0.0322 0.0111 0.0577 -0.0470 -0.0492 0.0555 0.0264 -0.0221 -0.0230 0.0255 -0.0707 -0.0442 -0.0362 -0.0627 -0.0300 -0.0148 -0.0123 -0.0276 0.0218 -0.0136 -0.0293 0.0060 0.0099 -0.0052 -0.0127 0.0024 -0.0050 0.0029 0.0066 -0.0013 -0.0022 0.0012 0.0029 -5.701E-04 3.940E-05 -0.0015 -0.0014 1.226E-04
Table 26: Element Forces - Area Shells, Part 2 of 3 Area
AreaElem
Joint
OutputCase
M11 Kip-in/in
M22 Kip-in/in
M12 Kip-in/in
14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16
14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16
20 19 11 12 19 18 10 11 19 18 10 11 18 10 9 17 18 10 9 17
LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE
-0.0196 -0.0210 0.0058 0.0070 -0.0508 -0.0841 0.0167 0.0104 -0.0189 -0.0321 0.0082 0.0053 0.0786 -0.0204 0.0077 0.0034 0.0299 -0.0096 0.0030 0.0013
2.031E-04 -0.0089 1.482E-04 0.0030 0.0033 -0.0307 0.0142 -0.0069 0.0015 -0.0119 0.0057 -0.0023 0.0020 -0.0316 0.0387 0.0169 6.550E-04 -0.0127 0.0151 0.0066
6.525E-05 -5.875E-04 -5.772E-04 7.555E-05 0.0020 6.494E-04 0.0025 0.0038 7.680E-04 2.671E-04 9.718E-04 0.0015 -0.0102 -0.0151 -0.0111 -0.0062 -0.0040 -0.0058 -0.0042 -0.0025
Table 26: Element Forces - Area Shells, Part 3 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 26: Element Forces - Area Shells, Part 3 of 3 Area
AreaElem
Joint
OutputCase
V13 Kip/in
V23 Kip/in
4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7
4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7
35 36 27 26 35 36 27 26 36 37 28 27 36 37 28 27 37 38 29 28 37 38 29 28 38 39 30 29 38 39
DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE
0.0029 -7.376E-04 -7.376E-04 0.0029 0.0015 -3.992E-04 -3.992E-04 0.0015 -5.778E-04 1.534E-04 1.534E-04 -5.778E-04 -3.123E-04 8.702E-05 8.702E-05 -3.123E-04 1.943E-04 -3.234E-04 -3.234E-04 1.943E-04 1.022E-04 -1.625E-04 -1.625E-04 1.022E-04 -1.728E-04 0.0010 0.0010 -1.728E-04 -9.366E-05 5.238E-04
5.845E-04 5.845E-04 1.004E-04 1.004E-04 3.115E-04 3.115E-04 1.171E-04 1.171E-04 1.535E-04 1.535E-04 3.728E-04 3.728E-04 5.336E-05 5.336E-05 1.504E-04 1.504E-04 3.034E-04 3.034E-04 4.865E-04 4.865E-04 1.184E-04 1.184E-04 2.029E-04 2.029E-04 4.333E-04 4.333E-04 1.763E-04 1.763E-04 1.732E-04 1.732E-04
Table 26: Element Forces - Area Shells, Part 3 of 3 Area
AreaElem
Joint
OutputCase
V13 Kip/in
V23 Kip/in
7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15
7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15
30 29 39 40 31 30 39 40 31 30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12 20 19 11 12 19
LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD
5.238E-04 -9.366E-05 7.536E-04 -0.0043 -0.0043 7.536E-04 3.981E-04 -0.0022 -0.0022 3.981E-04 -0.0099 -0.0070 -0.0070 -0.0099 -0.0042 -0.0026 -0.0026 -0.0042 -0.0108 -0.0110 -0.0110 -0.0108 -0.0045 -0.0044 -0.0044 -0.0045 -0.0079 -0.0116 -0.0116 -0.0079 -0.0029 -0.0048 -0.0048 -0.0029 -0.0065 -4.843E-04 -4.843E-04 -0.0065 -0.0031 -1.149E-04 -1.149E-04 -0.0031 -3.551E-05 -0.0017 -0.0017 -3.551E-05 7.588E-05 -6.737E-04 -6.737E-04 7.588E-05 -0.0016 -0.0017 -0.0017 -0.0016 -6.505E-04 -6.546E-04 -6.546E-04 -6.505E-04 -0.0015
6.039E-05 6.039E-05 -2.717E-04 -2.717E-04 0.0013 0.0013 -1.271E-04 -1.271E-04 5.736E-04 5.736E-04 0.0112 0.0112 0.0036 0.0036 0.0057 0.0057 0.0018 0.0018 1.451E-04 1.451E-04 -4.614E-05 -4.614E-05 6.151E-05 6.151E-05 -1.473E-05 -1.473E-05 -0.0121 -0.0121 -0.0062 -0.0062 -0.0061 -0.0061 -0.0028 -0.0028 9.059E-04 9.059E-04 -5.007E-04 -5.007E-04 4.012E-04 4.012E-04 -2.229E-04 -2.229E-04 -4.760E-04 -4.760E-04 1.580E-04 1.580E-04 -2.011E-04 -2.011E-04 6.377E-05 6.377E-05 -2.095E-04 -2.095E-04 -5.309E-05 -5.309E-05 -8.046E-05 -8.046E-05 -2.531E-05 -2.531E-05 -3.442E-04
Table 26: Element Forces - Area Shells, Part 3 of 3 Area
AreaElem
Joint
OutputCase
V13 Kip/in
V23 Kip/in
15 15 15 15 15 15 15 16 16 16 16 16 16 16 16
15 15 15 15 15 15 15 16 16 16 16 16 16 16 16
18 10 11 19 18 10 11 18 10 9 17 18 10 9 17
DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE
-0.0025 -0.0025 -0.0015 -5.911E-04 -9.790E-04 -9.790E-04 -5.911E-04 -0.0024 -0.0024 1.409E-04 1.409E-04 -9.438E-04 -9.438E-04 5.465E-05 5.465E-05
-3.442E-04 1.412E-04 1.412E-04 -1.345E-04 -1.345E-04 5.394E-05 5.394E-05 1.398E-05 5.024E-04 5.024E-04 1.398E-05 1.068E-05 2.030E-04 2.030E-04 1.068E-05
Table 27: Element Stresses - Area Shells, Part 1 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination'
Area 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8
Table 27: Element Stresses - Area Shells, Part 1 of 3 AreaElem Joint OutputCase S11Top Kip/in2 4 35 DEAD 0.0123 4 36 DEAD 0.0142 4 27 DEAD 0.0121 4 26 DEAD 0.0247 4 35 LIVE 0.0044 4 36 LIVE 0.0058 4 27 LIVE 0.0046 4 26 LIVE 0.0106 5 36 DEAD 0.0140 5 37 DEAD 0.0161 5 28 DEAD 0.0165 5 27 DEAD 0.0115 5 36 LIVE 0.0058 5 37 LIVE 0.0064 5 28 LIVE 0.0066 5 27 LIVE 0.0045 6 37 DEAD 0.0164 6 38 DEAD 0.0162 6 29 DEAD 0.0150 6 28 DEAD 0.0173 6 37 LIVE 0.0065 6 38 LIVE 0.0065 6 29 LIVE 0.0059 6 28 LIVE 0.0069 7 38 DEAD 0.0169 7 39 DEAD 0.0144 7 30 DEAD 0.0183 7 29 DEAD 0.0159 7 38 LIVE 0.0068 7 39 LIVE 0.0057 7 30 LIVE 0.0076 7 29 LIVE 0.0063 8 39 DEAD 0.0153 8 40 DEAD 0.0218
S22Top Kip/in2 0.0114 0.0041 0.0066 0.0086 0.0051 0.0013 0.0023 0.0039 0.0031 0.0021 4.771E-04 0.0039 0.0011 7.811E-04 1.173E-04 0.0015 0.0035 2.997E-04 -9.727E-04 0.0043 0.0014 1.216E-04 -4.654E-04 0.0017 0.0040 -0.0017 8.647E-04 0.0038 0.0016 -7.685E-04 3.793E-04 0.0015 0.0025 0.0098
S12Top Kip/in2 0.0066 4.839E-04 0.0048 0.0109 0.0027 -2.846E-04 0.0017 0.0046 0.0015 1.371E-04 -4.173E-04 9.033E-04 5.043E-04 1.118E-05 -2.252E-04 2.679E-04 -6.893E-05 -2.347E-05 1.031E-04 5.762E-05 -1.028E-04 -6.739E-05 1.968E-05 -1.571E-05 -6.484E-04 -4.746E-04 0.0013 0.0011 -3.341E-04 -2.737E-04 5.073E-04 4.469E-04 0.0027 0.0089
Table 27: Element Stresses - Area Shells, Part 1 of 3 Area
AreaElem
Joint
OutputCase
S11Top Kip/in2
S22Top Kip/in2
S12Top Kip/in2
8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15
8 8 8 8 8 8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15
31 30 39 40 31 30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12 20 19 11 12 19 18 10 11 19
DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE
0.0056 0.0194 0.0060 0.0089 4.094E-04 0.0081 0.0149 0.0044 -0.0218 -0.0230 0.0065 9.021E-04 -0.0092 -0.0100 0.0167 0.0156 -0.0249 -0.0232 0.0069 0.0063 -0.0099 -0.0093 0.0072 0.0225 -0.0321 -0.0330 0.0019 0.0096 -0.0136 -0.0134 0.0034 -0.0126 -0.0134 -0.0214 0.0031 -0.0053 -0.0052 -0.0087 -0.0129 -0.0084 -0.0153 -0.0133 -0.0054 -0.0033 -0.0061 -0.0052 -0.0089 -0.0074 -0.0140 -0.0152 -0.0035 -0.0029 -0.0055 -0.0060 -0.0079 -0.0080 -0.0177 -0.0138 -0.0031
-0.0036 0.0066 8.221E-04 0.0043 -0.0017 0.0026 -3.383E-04 -0.0449 0.0011 0.0153 6.104E-04 -0.0224 -0.0014 0.0060 0.0145 0.0134 4.183E-04 -8.839E-04 0.0067 0.0062 4.683E-04 -8.500E-06 -0.0262 0.0211 -0.0218 -0.0457 -0.0146 0.0095 -0.0084 -0.0194 4.120E-04 -0.0042 -0.0025 -0.0133 3.436E-04 -0.0016 -8.409E-04 -0.0057 -0.0055 -0.0015 -0.0050 -0.0020 -0.0023 -5.960E-04 -0.0020 -7.421E-04 -0.0040 -0.0015 -0.0038 -0.0046 -0.0015 -5.905E-04 -0.0015 -0.0019 -0.0040 -0.0014 -0.0054 -0.0027 -0.0016
0.0037 -0.0025 0.0012 0.0034 0.0013 -9.535E-04 -0.0241 -0.0267 -0.0153 -0.0127 -0.0094 -0.0106 -0.0059 -0.0047 -0.0255 -0.0163 -0.0070 -0.0161 -0.0103 -0.0061 -0.0023 -0.0065 -0.0162 -0.0194 -0.0080 -0.0047 -0.0061 -0.0080 -0.0032 -0.0012 -0.0071 -7.230E-04 -0.0058 -0.0122 -0.0026 -3.513E-04 -0.0025 -0.0047 -0.0045 -0.0042 -0.0024 -0.0027 -0.0018 -0.0017 -9.216E-04 -0.0010 -0.0032 -0.0030 -0.0032 -0.0034 -0.0013 -0.0012 -0.0013 -0.0013 -0.0035 -0.0036 -0.0031 -0.0029 -0.0014
Table 27: Element Stresses - Area Shells, Part 1 of 3 Area
AreaElem
Joint
OutputCase
S11Top Kip/in2
S22Top Kip/in2
S12Top Kip/in2
15 15 15 16 16 16 16 16 16 16 16
15 15 15 16 16 16 16 16 16 16 16
18 10 11 18 10 9 17 18 10 9 17
LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE
-0.0032 -0.0070 -0.0055 -0.0237 -0.0144 -0.0012 -5.183E-04 -0.0092 -0.0054 -4.758E-04 -2.019E-04
-5.549E-04 -0.0021 -0.0011 -0.0043 -0.0025 -0.0061 -0.0026 -0.0017 -9.302E-04 -0.0024 -0.0010
-0.0014 -0.0012 -0.0011 0.0043 0.0070 0.0047 0.0021 0.0017 0.0027 0.0018 8.338E-04
S22Bot Kip/in2 3.102E-04 0.0058 0.0043 0.0042 -5.913E-04 0.0025 0.0019 9.815E-04 4.698E-04 0.0030 0.0037 -0.0012 1.645E-04 0.0011 0.0014 -5.750E-04 -6.108E-04 0.0026 0.0039 -0.0013 -3.067E-04 9.188E-04 0.0015 -6.398E-04 -7.915E-04 0.0045 0.0022 -2.925E-04 -3.869E-04 0.0018 7.579E-04 -1.938E-04 0.0060 5.939E-04 0.0130 8.303E-04 0.0024 -3.005E-04 0.0052
S12Bot Kip/in2 0.0079 -0.0020 0.0023 0.0122 0.0034 -0.0014 5.170E-04 0.0053 0.0016 8.900E-04 4.087E-04 0.0011 5.163E-04 3.424E-04 1.398E-04 3.138E-04 2.506E-04 -2.648E-04 -2.370E-04 2.784E-04 4.674E-05 -1.746E-04 -1.378E-04 8.362E-05 -0.0019 -3.402E-05 0.0023 3.785E-04 -9.072E-04 -8.498E-05 9.692E-04 1.469E-04 0.0079 0.0073 -2.544E-04 3.131E-04 0.0035 0.0028 -5.500E-04
Table 27: Element Stresses - Area Shells, Part 2 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination'
Area 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8
Table 27: Element Stresses - Area Shells, Part 2 of 3 AreaElem Joint OutputCase S11Bot Kip/in2 4 35 DEAD 0.0206 4 36 DEAD 0.0096 4 27 DEAD 0.0119 4 26 DEAD 0.0084 4 35 LIVE 0.0085 4 36 LIVE 0.0035 4 27 LIVE 0.0048 4 26 LIVE 0.0023 5 36 DEAD 0.0085 5 37 DEAD 0.0142 5 28 DEAD 0.0136 5 27 DEAD 0.0108 5 36 LIVE 0.0030 5 37 LIVE 0.0054 5 28 LIVE 0.0051 5 27 LIVE 0.0043 6 37 DEAD 0.0135 6 38 DEAD 0.0135 6 29 DEAD 0.0147 6 28 DEAD 0.0126 6 37 LIVE 0.0051 6 38 LIVE 0.0051 6 29 LIVE 0.0057 6 28 LIVE 0.0047 7 38 DEAD 0.0128 7 39 DEAD 0.0131 7 30 DEAD 0.0093 7 29 DEAD 0.0139 7 38 LIVE 0.0048 7 39 LIVE 0.0051 7 30 LIVE 0.0031 7 29 LIVE 0.0054 8 39 DEAD 0.0133 8 40 DEAD 0.0167 8 31 DEAD 0.0326 8 30 DEAD 0.0090 8 39 LIVE 0.0052 8 40 LIVE 0.0060 8 31 LIVE 0.0143
Table 27: Element Stresses - Area Shells, Part 2 of 3 Area
AreaElem
Joint
OutputCase
S11Bot Kip/in2
S22Bot Kip/in2
S12Bot Kip/in2
8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16
8 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16
30 41 32 31 40 41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12 20 19 11 12 19 18 10 11 19 18 10 11 18 10
LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD
0.0030 -0.0174 -0.0050 0.0327 0.0320 -0.0075 -0.0012 0.0134 0.0135 -0.0125 -0.0110 0.0302 0.0280 -0.0052 -0.0044 0.0119 0.0112 9.865E-04 -0.0162 0.0268 0.0295 0.0014 -0.0070 0.0115 0.0121 -0.0406 -0.0132 -0.0127 -0.0160 -0.0174 -0.0048 -0.0049 -0.0057 -0.0123 -0.0193 -0.0124 -0.0119 -0.0044 -0.0075 -0.0047 -0.0046 -0.0188 -0.0182 -0.0117 -0.0125 -0.0073 -0.0070 -0.0044 -0.0047 -0.0177 -0.0243 -0.0145 -0.0117 -0.0068 -0.0094 -0.0055 -0.0044 -0.0085 -0.0184
2.722E-04 -0.0189 0.0260 0.0374 0.0228 -0.0087 0.0145 0.0163 0.0087 -0.0095 -0.0083 0.0079 0.0091 -0.0046 -0.0041 0.0029 0.0033 0.0489 0.0013 -0.0139 0.0104 0.0240 -2.251E-04 -0.0053 0.0058 -0.0136 -0.0067 -0.0094 -8.775E-04 -0.0055 -0.0027 -0.0038 1.795E-04 -0.0021 -0.0066 -0.0030 -0.0054 -7.418E-04 -0.0026 -0.0011 -0.0022 -0.0039 -0.0060 -0.0038 -0.0034 -0.0015 -0.0023 -0.0015 -0.0013 -0.0034 -0.0073 -0.0027 -0.0041 -0.0013 -0.0028 -0.0010 -0.0015 -0.0039 -0.0086
1.029E-04 -0.0181 -0.0125 -8.715E-04 -0.0064 -0.0075 -0.0046 3.337E-04 -0.0025 -0.0143 -0.0254 -0.0165 -0.0053 -0.0052 -0.0104 -0.0068 -0.0016 -0.0298 -0.0280 -0.0150 -0.0168 -0.0119 -0.0109 -0.0055 -0.0066 -0.0029 -0.0033 -0.0115 -0.0110 -7.140E-04 -0.0014 -0.0049 -0.0043 -0.0055 -0.0036 -0.0012 -0.0030 -0.0023 -0.0015 -3.667E-04 -0.0012 -0.0032 -0.0033 -0.0035 -0.0034 -0.0013 -0.0013 -0.0014 -0.0013 -0.0031 -0.0035 -0.0026 -0.0022 -0.0012 -0.0014 -9.931E-04 -8.333E-04 0.0024 0.0040
Table 27: Element Stresses - Area Shells, Part 2 of 3 Area
AreaElem
Joint
OutputCase
S11Bot Kip/in2
S22Bot Kip/in2
S12Bot Kip/in2
16 16 16 16 16 16
16 16 16 16 16 16
9 17 18 10 9 17
DEAD DEAD LIVE LIVE LIVE LIVE
2.751E-04 1.373E-04 -0.0034 -0.0073 1.074E-04 5.333E-05
0.0014 6.865E-04 -0.0015 -0.0034 5.369E-04 2.666E-04
0.0026 8.985E-04 9.245E-04 0.0016 9.994E-04 3.509E-04
Table 27: Element Stresses - Area Shells, Part 3 of 3 Filter: CaseType <> 'LinModal' And CaseType <> 'Combination' Table 27: Element Stresses - Area Shells, Part 3 of 3 Area
AreaElem
Joint
OutputCase
4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9
4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9
35 36 27 26 35 36 27 26 36 37 28 27 36 37 28 27 37 38 29 28 37 38 29 28 38 39 30 29 38 39 30 29 39 40 31 30 39 40 31 30 41 32 31 40
DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD
S13Avg Kip/in2 3.674E-04 -9.368E-05 -9.368E-05 3.674E-04 1.870E-04 -5.069E-05 -5.069E-05 1.870E-04 -7.338E-05 1.948E-05 1.948E-05 -7.338E-05 -3.966E-05 1.105E-05 1.105E-05 -3.966E-05 2.467E-05 -4.107E-05 -4.107E-05 2.467E-05 1.298E-05 -2.063E-05 -2.063E-05 1.298E-05 -2.195E-05 1.323E-04 1.323E-04 -2.195E-05 -1.189E-05 6.652E-05 6.652E-05 -1.189E-05 9.571E-05 -5.482E-04 -5.482E-04 9.571E-05 5.056E-05 -2.843E-04 -2.843E-04 5.056E-05 -0.0013 -8.847E-04 -8.847E-04 -0.0013
S23Avg Kip/in2 7.423E-05 7.423E-05 1.275E-05 1.275E-05 3.956E-05 3.956E-05 1.487E-05 1.487E-05 1.949E-05 1.949E-05 4.734E-05 4.734E-05 6.776E-06 6.776E-06 1.910E-05 1.910E-05 3.853E-05 3.853E-05 6.178E-05 6.178E-05 1.504E-05 1.504E-05 2.576E-05 2.576E-05 5.502E-05 5.502E-05 2.239E-05 2.239E-05 2.199E-05 2.199E-05 7.670E-06 7.670E-06 -3.450E-05 -3.450E-05 1.682E-04 1.682E-04 -1.614E-05 -1.614E-05 7.285E-05 7.285E-05 0.0014 0.0014 4.529E-04 4.529E-04
Table 27: Element Stresses - Area Shells, Part 3 of 3 Area
AreaElem
Joint
OutputCase
S13Avg Kip/in2
S23Avg Kip/in2
9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16
9 9 9 9 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16
41 32 31 40 32 23 22 31 32 23 22 31 23 15 14 22 23 15 14 22 22 21 13 14 22 21 13 14 21 20 12 13 21 20 12 13 20 19 11 12 20 19 11 12 19 18 10 11 19 18 10 11 18 10 9 17 18 10 9
LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DEAD DEAD DEAD DEAD LIVE LIVE LIVE
-5.302E-04 -3.291E-04 -3.291E-04 -5.302E-04 -0.0014 -0.0014 -0.0014 -0.0014 -5.656E-04 -5.628E-04 -5.628E-04 -5.656E-04 -0.0010 -0.0015 -0.0015 -0.0010 -3.640E-04 -6.159E-04 -6.159E-04 -3.640E-04 -8.244E-04 -6.150E-05 -6.150E-05 -8.244E-04 -3.881E-04 -1.459E-05 -1.459E-05 -3.881E-04 -4.510E-06 -2.101E-04 -2.101E-04 -4.510E-06 9.637E-06 -8.556E-05 -8.556E-05 9.637E-06 -2.011E-04 -2.103E-04 -2.103E-04 -2.011E-04 -8.261E-05 -8.314E-05 -8.314E-05 -8.261E-05 -1.894E-04 -3.114E-04 -3.114E-04 -1.894E-04 -7.507E-05 -1.243E-04 -1.243E-04 -7.507E-05 -2.996E-04 -2.996E-04 1.789E-05 1.789E-05 -1.199E-04 -1.199E-04 6.940E-06
7.284E-04 7.284E-04 2.335E-04 2.335E-04 1.842E-05 1.842E-05 -5.859E-06 -5.859E-06 7.812E-06 7.812E-06 -1.871E-06 -1.871E-06 -0.0015 -0.0015 -7.890E-04 -7.890E-04 -7.756E-04 -7.756E-04 -3.595E-04 -3.595E-04 1.150E-04 1.150E-04 -6.359E-05 -6.359E-05 5.095E-05 5.095E-05 -2.831E-05 -2.831E-05 -6.045E-05 -6.045E-05 2.007E-05 2.007E-05 -2.554E-05 -2.554E-05 8.099E-06 8.099E-06 -2.661E-05 -2.661E-05 -6.742E-06 -6.742E-06 -1.022E-05 -1.022E-05 -3.214E-06 -3.214E-06 -4.371E-05 -4.371E-05 1.793E-05 1.793E-05 -1.708E-05 -1.708E-05 6.850E-06 6.850E-06 1.776E-06 6.380E-05 6.380E-05 1.776E-06 1.356E-06 2.579E-05 2.579E-05
Table 27: Element Stresses - Area Shells, Part 3 of 3 Area
AreaElem
Joint
OutputCase
16
16
17
LIVE
S13Avg Kip/in2 6.940E-06
S23Avg Kip/in2 1.356E-06
11. Material take-off This section provides a material take-off.
Table 28: Material List 2 - By Section Property Section v20x20 c25X40 LOSA
Table 28: Material List 2 - By Section Property ObjectType NumPieces TotalLength in Frame Frame Area
51 11
TotalWeight Kip
4530.349 914.173
24.354 12.286 38.040
12. Design preferences This section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items.
12.1. Steel design Table 29: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 FrameType Moment Frame
Table 29: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 PatLLF SRatioLimit PhiB PhiC PhiT 0.750000
0.950000
0.900000
0.850000
0.900000
PhiV 0.900000
Table 29: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 Table 29: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 DLRat
SDLAndLLRat
LLRat
TotalRat
NetRat
120.000000
120.000000
360.000000
240.000000
240.000000
12.2. Concrete design Table 30: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Table 30: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 MinEccen No
PatLLF
UFLimit
SeisCat
0.750000
0.950000
D
PhiT 0.900000
PhiCA 0.900000
Table 30: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Table 30: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 PhiCTied
PhiCSpiral
PhiV
PhiVSeismi c
PhiVJoint
0.650000
0.700000
0.750000
0.600000
0.850000
12.3. Aluminum design Table 31: Preferences - Aluminum Design - AA-ASD 2000 Table 31: Preferences - Aluminum Design - AA-ASD 2000 FrameType Moment Frame
SRatioLimit
LatFact
UseLatFact
1.000000
1.333333
No
12.4. Cold formed design Table 32: Preferences - Cold Formed Design - AISI-ASD96 FrameType
Braced Frame
SRatioLim it 1.000000
Table 32: Preferences - Cold Formed Design - AISI-ASD96 OmegaBU OmegaBL OmegaVN OmegaBS OmegaVS S TB S 1.670000
1.670000
1.670000
1.670000
1.500000
OmegaT
OmegaC
1.670000
1.800000
13. Design overwrites This section provides the design overwrites for each type of design, which are assigned to individual members of the structure.
13.1. Concrete design Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Frame
DesignSect
FrameType
RLLF
XLMajor
XLMinor
8
Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined
Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
9 10 11 12 13
XKMajor
XKMinor
Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Frame
DesignSect
FrameType
RLLF
XLMajor
XLMinor
15
Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined
Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
16 17 18 19 20 23 24 25 26 27 28 31 32 33 34 35 36 41 42 43 44 46 47 48 49 53 54 55 56 57 59
XKMajor
XKMinor
Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Frame
DesignSect
FrameType
RLLF
XLMajor
XLMinor
60
Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined
Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined Program Determined
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
61 66 67 68 69 70 71 73 74 75 76 77 3 4 5 6 7 14 38 39 45 50 51
XKMajor
XKMinor
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Table 33: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Frame 8 9 10 11 12 13 15 16
CmMajor
CmMinor
DnsMajor
DnsMinor
DsMajor
DsMinor
