Project: |  |
Project no: |
Author: |
# Project data
Project name |
Project number |
Author |
Description |
Date | 13/06/2024
Design code | AISC
# Geometry ## Analyzed members ### AM1
Property | Value
--- | ---
Name | AM1
Members | M2
Cross-section | W10X60
Length | 24.00 ft
ey | 0.00 in
ez | 0.00 in
Begin | (0.00; 0.00; 0.00) ft
End | (24.00; 0.00; 0.00) ft
## Related members ### RM2
Property | Value
--- | ---
Name | RM2
Members | M4
Cross-section | W10X60
Length | 24.00 ft
ey | 0.00 in
ez | 0.00 in
Begin | (0.00; 0.00; -12.00) ft
End | (0.00; 0.00; 12.00) ft
Support Begin | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
Support End | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
### RM4
Property | Value
--- | ---
Name | RM4
Members | M6
Cross-section | W10X60
Length | 24.00 ft
ey | 0.00 in
ez | 0.00 in
Begin | (24.00; 0.00; -12.00) ft
End | (24.00; 0.00; 12.00) ft
Support Begin | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
Support End | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
## Cross-section W10X60, Material: A36 ## Loading ### LE1 – Type ULS #### Line load
Member | Begin [ft] | End [ft] | X [kip/ft] | Y [kip/ft] | Z [kip/ft] | Location | Width [in] | Ey [in]
--- | --- | --- | --- | --- | --- | --- | --- | ---
AM1 | 0.00 | 24.00 | 0.00 | 0.00 | -1.50 | Top | 4.00 | 0.00
#### Point load
Member | N [kip] | Vy [kip] | Vz [kip] | Mx [kip] | My [kip] | Mz [kip]
--- | --- | --- | --- | --- | --- | ---
RM2 / Begin | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00
RM2 / End | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00
RM4 / Begin | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00
RM4 / End | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00
# Results ## Materially non-linear analysis (MNA) ### Summary
Load | Applied loads [%]
--- | ---
LE1 | 100.0
Eq. stress ,LC1 Plastic strain ,LC1 ### Design data
Material | fy [ksi] | εlim [%]
--- | --- | ---
A36 | 36.0 | 5.0
## Linear buckling analysis (LBA) Normalized deflection, LE1, Buckling shape 1 ## Geometrically and materially non-linear analysis with imperfections (GMNIA) ### Summary
Load | Applied loads [%]
--- | ---
LE1 | 100.0
### Imperfections
Loads |  | 1 | 2 | 3 | 4 | 5 | 6
--- | --- | --- | --- | --- | --- | --- | ---
LE1 | Buckling factor [-] | 3.86 | 14.32 | 22.98 | 22.98 | 24.57 | 24.57
Amplitude [in] | 0.50 | 0.50 | 0.00 | 0.00 | 0.00 | 0.00
Eq. stress ,LC1 Plastic strain ,LC1 ### Design data
Material | fy [ksi] | εlim [%]
--- | --- | ---
A36 | 36.0 | 5.0
### Symbol explanation
Symbol | Explanation
--- | ---
fy | Yield strength
εlim | Limit of plastic strain used in 2D plate element check
# Code settings
Stop at limit strain | No |
Pretension force factor k | 0.70 | -
Friction coefficient in slip-resistance | 0.30 | -
Anchor length for stiffness calculation [d] | 8 |
Limit plastic strain | 500.0 | 1e-4
Division of surface of the biggest circular hollow member | 64 |
Division of arc of rectangular hollow member | 3 |
Number of elements on biggest member web or flange | 8 |
Number of elements on biggest web of RHS member | 16 |
Number of elements on individual plates | 20 |
Number of analysis iterations | 25 |
Divergent iterations count | 6 |
Minimal size of element | 0.39 | in
Maximal size of element | 1.97 | in
Number of buckling modes | 6 |
# Software info
Application | IDEA StatiCa Member
Version | 24.0.2.1309
Developed by | IDEA StatiCa