INPUT Contents

OUTPUT Contents

General Info

Item Value
Model Name
Engineer
Notes

Units

Item Value
Length ft
Dimension in
Force kip
Linear Force kip/ft
Moment kip-ft
Linear Moment kip-ft/ft
Surface Pressure lb/ft^2
Translational Displacement in
Rotational Displacement rad
Temperature F
Modulus kip/in^2
Weight Density lb/ft^3
Reinforcement Area in^2
Stress lb/in^2
Nodal Translational Spring lb/in
Nodal Rotational Spring lb-in/rad
Line Translational Spring kip/in^2
Surface Translational Spring kip/in^3

Materials

Units: Young's Modulus (E), fc, fy, fys [kip/in^2]; Weight Density (Wc) [lb/ft^3];
Thermal Coefficient (Tc) [1/F]

No. Label E Poisson Ratio Wc Tc fc fy fys
1 Default 29000.000 0.3 483.8 0.0 3.000 60.000 60.000

Sections

Units: Iz, Iy, J [in^4]; A, Ay, Az [in^2]

No. Label Iz Iy J A Ay Az
1 Default 1.00 1.00 1.00 1.00 1.00 1.00
2 W8x31 110.00 37.10 0.54 9.13 2.28 5.80
3 W16x50 659.00 37.20 1.52 14.70 6.18 7.42
4 TS4x4x.25 8.22 8.22 13.50 3.59 1.79 1.79

Shell Thicknesses

Units: Thickness (t) [in]

No. Label t No. Label t
1 Default 1.00

Load Cases

No. Label Type
1 Default DEAD
2 Flooring_Weight DEAD
3 East-West_wind WIND

Load Combinations

No. Label P-Delta LoadCase Factor
1 Dead_Only No Flooring_Weight 1
2 With_Wind No Flooring_Weight 1
East-West_wind 1

Miscellaneous

Item Value
Model type 2D Frame (X, Y, OZ)
Maximum Nonlinear Iterations 10
P-Delta Tolerance (%) 0.5
Consider member shear deformations Yes
Use cracked section properties (Icr) No
Number of segments for member output 20
Average shell and brick stresses Yes
Use thin plate bending formulation for rectangular shells No
Use incompatible membrane formulation for rectangular shells Yes
Self weight considered as load case Default
Self weight acted in global directon Y
Self weight multiplier 0
Number of modes (eigenvalues and eigenvectors) 1
Number of iteration vectors 0
Eigenvalue tolerance 0
Maximum subspace iterations 0
Load combination for mass Dead_Only
Convert loads to masses No

Nodes

Units: Coordinates X, Y, Z [ft]

No. X Y Z No. X Y Z
1 0.00 0.00 0.00 2 0.00 12.00 0.00
3 18.00 12.00 0.00 4 18.00 0.00 0.00
6 9.00 6.00 0.00

Members

Units: Angle [rad]; Length [ft]

Release code: 1=released, 0=not released; [Start-OZ][End-OZ][Start-OY][End-OY]

No. Node-1 Node-2 Section Material Local Angle Cracking Length Release
1 1 2 2 1 0.000 1.000 12.00 0000
2 2 3 3 1 0.000 1.000 18.00 1111
3 3 4 2 1 0.000 1.000 12.00 0000
4 4 6 4 1 0.000 1.000 10.82 1111
5 1 6 4 1 0.000 1.000 10.82 1111
6 6 2 4 1 0.000 1.000 10.82 1111
7 6 3 4 1 0.000 1.000 10.82 1111

Supports

Units: Forced Displacements Dx, Dy, Dz [in]; Dox, Doy, Doz [rad]

Node CODE DX DY DZ DOX DOY DOZ
1 111000 0.000 0.000 0.000 0.000 0.000 0.000
4 111000 0.000 0.000 0.000 0.000 0.000 0.000

Nodal Loads

Units: Force [kip]; Moment [kip-ft]; Direction: 0=X, 1=Y, 2=Z, 3=OX, 4=OY, 5=OZ

*************** LOAD CASE - [ East-West_wind ]***************
Node Direction Value Node Direction Value
2 0 8.000

Member Point Loads

Units: Force [kip]; Moment [kip-ft]; Coord-Sys: Local=0, Global=1;
Direction: 0=X, 1=Y, 2=Z, 3=OX, 4=OY, 5=OZ

Member Linear Loads

Units: Force [kip/ft]; Coord-Sys: Local=0, Global=1; Direction: 0=X, 1=Y, 2=Z

*************** LOAD CASE - [ Flooring_Weight ]***************
Member Coord-Sys Direction Value1 Value2 Distance1 Distance2
2 0 1 -1.000 -1.000 0 1

Nodal Displacements

Units: Displacements DX, DY, DZ [in]; DOX, DOY, DOZ [rad]

Load Combination 2: With_Wind
Node DX DY DZ DOX DOY DOZ
1 3.514e-010 -4.359e-010 0.000e+000 0.000e+000 0.000e+000 -1.120e-004
2 1.612e-002 -3.066e-003 0.000e+000 0.000e+000 0.000e+000 -1.120e-004
3 1.462e-002 -5.967e-003 0.000e+000 0.000e+000 0.000e+000 -1.016e-004
4 5.997e-010 -1.704e-009 0.000e+000 0.000e+000 0.000e+000 -1.016e-004
6 7.203e-003 -2.820e-003 0.000e+000 0.000e+000 0.000e+000 7.605e-005

Support Reactions

Units: Force Reactions RX, RY, RZ [kip]; Moment Reactions ROX, ROY, ROZ [kip-ft]

Load Combination 2: With_Wind
Node RX RY RZ ROX ROY ROZ
1 -2.956 3.667 0.000 0.000 0.000 0.000
4 -5.044 14.333 0.000 0.000 0.000 0.000

Member End Forces and Moments

Units: Force Fx, Fy, Fz [kip]; Moment Mx, My, Mz [kip-ft]

Load Combination 2: With_Wind
Member Node Fx(Axial) Fy (Major) Fz (Minor) Mx (Torsion) My (Minor) Mz (Major)
1 1 -5.637 0.000 0.000 0.000 0.000 0.000
2 -5.637 0.000 0.000 0.000 0.000 0.000
2 2 -2.956 9.000 0.000 0.000 0.000 0.000
3 -2.956 -9.000 0.000 0.000 0.000 0.000
3 3 -10.971 0.000 0.000 0.000 0.000 0.000
4 -10.971 0.000 0.000 0.000 0.000 0.000
4 4 -6.062 -0.000 0.000 0.000 0.000 0.000
6 -6.062 -0.000 0.000 0.000 0.000 -0.000
5 1 3.553 0.000 0.000 0.000 0.000 0.000
6 3.553 0.000 0.000 0.000 0.000 0.000
6 6 -6.062 0.000 0.000 0.000 0.000 0.000
2 -6.062 0.000 0.000 0.000 0.000 0.000
7 6 3.553 -0.000 0.000 0.000 0.000 0.000
3 3.553 -0.000 0.000 0.000 0.000 -0.000