Project: | BEAM |
Project no: |
Author: |
# Project data
Project data | BEAM
Date | 4/14/2022
Design code | EN
# Geometry ## Analyzed members ### AM1
Property | Value
--- | ---
Name | AM1
Members | M2, M3, M4, M5
Cross-section | HEB260
Length | 8.00 m
ey | 0 mm
ez | 0 mm
Begin | (0.00; 0.00; 0.00) m
End | (8.00; 0.00; 0.00) m
## Related members ### RM1
Property | Value
--- | ---
Name | RM1
Members | M6
Cross-section | HEB260
Length | 4.00 m
ey | 0 mm
ez | 0 mm
Begin | (0.00; -4.00; 0.00) m
End | (0.00; 0.00; 0.00) m
Support | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
### RM2
Property | Value
--- | ---
Name | RM2
Members | M7
Cross-section | HEA400
Length | 8.00 m
ey | 0 mm
ez | 0 mm
Begin | (0.00; 0.00; -4.00) m
End | (0.00; 0.00; 4.00) m
Support Begin | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
Support End | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
### RM3
Property | Value
--- | ---
Name | RM3
Members | M8
Cross-section | HEB260
Length | 4.00 m
ey | 0 mm
ez | 0 mm
Begin | (8.00; -4.00; 0.00) m
End | (8.00; 0.00; 0.00) m
Support | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
### RM4
Property | Value
--- | ---
Name | RM4
Members | M9
Cross-section | HEA400
Length | 8.00 m
ey | 0 mm
ez | 0 mm
Begin | (8.00; 0.00; -4.00) m
End | (8.00; 0.00; 4.00) m
Support Begin | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
Support End | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
### RM6
Property | Value
--- | ---
Name | RM6
Members | M10
Cross-section | HEB260
Length | 4.00 m
ey | 0 mm
ez | 0 mm
Begin | (0.00; 4.00; 0.00) m
End | (0.00; 0.00; 0.00) m
Support | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
### RM7
Property | Value
--- | ---
Name | RM7
Members | M11
Cross-section | HEB260
Length | 4.00 m
ey | 0 mm
ez | 0 mm
Begin | (8.00; 4.00; 0.00) m
End | (8.00; 0.00; 0.00) m
Support | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
## Cross-section HEB260, Material: S 355 HEA400, Material: S 355 ## Loading ### LC1 #### Line load
Member | Begin [m] | End [m] | X [kN/m] | Y [kN/m] | Z [kN/m] | Location | Width [mm] | Ey [mm]
--- | --- | --- | --- | --- | --- | --- | --- | ---
AM1 | 0.00 | 8.00 | 0.0 | 0.0 | -2.0 | Top | 100 | 0
AM1 | 1.87 | 2.13 | 0.0 | 0.0 | -425.0 | Top | 200 | 0
AM1 | 3.87 | 4.13 | 0.0 | 0.0 | -425.0 | Top | 200 | 0
AM1 | 5.87 | 6.13 | 0.0 | 0.0 | -425.0 | Top | 200 | 0
RM1 | 0.00 | 4.00 | 0.0 | 0.0 | -10.0 | Member axis | 0 | 0
RM6 | 0.00 | 4.00 | 0.0 | 0.0 | -10.0 | Member axis | 0 | 0
RM3 | 0.00 | 4.00 | 0.0 | 0.0 | -10.0 | Member axis | 0 | 0
RM7 | 0.00 | 4.00 | 0.0 | 0.0 | -10.0 | Member axis | 0 | 0
#### Point load
Member | N [kN] | Vy [kN] | Vz [kN] | Mx [kN] | My [kN] | Mz [kN]
--- | --- | --- | --- | --- | --- | ---
RM1 / Begin | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0
RM2 / Begin | 180.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0
RM2 / End | -100.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0
RM3 / Begin | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0
RM4 / Begin | 180.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0
RM4 / End | -100.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0
RM6 / Begin | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0
RM7 / Begin | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0
# Results ## Materially non-linear analysis (MNA) ### Summary
Load | Applied loads [%]
--- | ---
LE1 | 100.0
Eq. stress ,LC1 Plastic strain ,LC1 ### Plates
Part | Name | Material | Th [mm] | Load | σEd [MPa] | εPl [%] | Check
--- | --- | --- | --- | --- | --- | --- | ---
AM1 | Bottom flange 1 | S 355 | 18 | LE1 | 355.0 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 346.7 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 265.6 | 0.0 | OK
STIFF T1-a | Stiffener (STIFF T1-a) | S 355 | 10 | LE1 | 56.2 | 0.0 | OK
STIFF T1-b | Stiffener (STIFF T1-b) | S 355 | 10 | LE1 | 56.2 | 0.0 | OK
STIFF T1-c | Stiffener (STIFF T1-c) | S 355 | 10 | LE1 | 65.9 | 0.0 | OK
STIFF T1-d | Stiffener (STIFF T1-d) | S 355 | 10 | LE1 | 65.9 | 0.0 | OK
STIFF T1-e | Stiffener (STIFF T1-e) | S 355 | 10 | LE1 | 49.8 | 0.0 | OK
STIFF T1-f | Stiffener (STIFF T1-f) | S 355 | 10 | LE1 | 49.8 | 0.0 | OK
STIFF T2-a | Stiffener (STIFF T2-a) | S 355 | 10 | LE1 | 59.7 | 0.0 | OK
STIFF T2-b | Stiffener (STIFF T2-b) | S 355 | 10 | LE1 | 59.7 | 0.0 | OK
STIFF T2-c | Stiffener (STIFF T2-c) | S 355 | 10 | LE1 | 67.2 | 0.0 | OK
STIFF T2-d | Stiffener (STIFF T2-d) | S 355 | 10 | LE1 | 67.2 | 0.0 | OK
STIFF T2-e | Stiffener (STIFF T2-e) | S 355 | 10 | LE1 | 53.4 | 0.0 | OK
STIFF T2-f | Stiffener (STIFF T2-f) | S 355 | 10 | LE1 | 53.4 | 0.0 | OK
RM1 | Bottom flange 1 | S 355 | 18 | LE1 | 51.1 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 32.6 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 26.2 | 0.0 | OK
RM2 | Bottom flange 1 | S 355 | 19 | LE1 | 355.4 | 0.2 | OK
Top flange 1 | S 355 | 19 | LE1 | 37.8 | 0.0 | OK
Web 1 | S 355 | 11 | LE1 | 163.5 | 0.0 | OK
RM6 | Bottom flange 1 | S 355 | 18 | LE1 | 51.1 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 32.7 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 26.2 | 0.0 | OK
RM3 | Bottom flange 1 | S 355 | 18 | LE1 | 51.0 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 32.6 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 26.2 | 0.0 | OK
RM4 | Bottom flange 1 | S 355 | 19 | LE1 | 37.8 | 0.0 | OK
Top flange 1 | S 355 | 19 | LE1 | 355.4 | 0.2 | OK
Web 1 | S 355 | 11 | LE1 | 163.4 | 0.0 | OK
RM7 | Bottom flange 1 | S 355 | 18 | LE1 | 51.1 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 32.7 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 26.2 | 0.0 | OK
CON1 | End plate (EP1) | S 355 | 10 | LE1 | 365.2 | 4.9 | OK
CON5 | End plate (EP1) | S 355 | 10 | LE1 | 365.2 | 4.9 | OK
### Design data
Material | fy [MPa] | εlim [%]
--- | --- | ---
S 355 | 355.0 | 5.0
## Linear buckling analysis (LBA) ### Buckling Normalized deflection, LE1, Buckling shape 1
Loads | 1 [-] | 2 [-] | 3 [-] | 4 [-] | 5 [-] | 6 [-]
--- | --- | --- | --- | --- | --- | ---
LE1 | 1.45 | 5.10 | 8.69 | 8.86 | 8.93 | 9.11
## 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 [-] | 1.45 | 5.10 | 8.69 | 8.86 | 8.93 | 9.11
Amplitude [mm] | 0 | 0 | 0 | 0 | 0 | 0
Eq. stress ,LC1 Plastic strain ,LC1 ### Plates
Part | Name | Material | Th [mm] | Load | σEd [MPa] | εPl [%] | Check
--- | --- | --- | --- | --- | --- | --- | ---
AM1 | Bottom flange 1 | S 355 | 18 | LE1 | 355.0 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 350.7 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 266.6 | 0.0 | OK
STIFF T1-a | Stiffener (STIFF T1-a) | S 355 | 10 | LE1 | 56.3 | 0.0 | OK
STIFF T1-b | Stiffener (STIFF T1-b) | S 355 | 10 | LE1 | 56.2 | 0.0 | OK
STIFF T1-c | Stiffener (STIFF T1-c) | S 355 | 10 | LE1 | 66.4 | 0.0 | OK
STIFF T1-d | Stiffener (STIFF T1-d) | S 355 | 10 | LE1 | 66.4 | 0.0 | OK
STIFF T1-e | Stiffener (STIFF T1-e) | S 355 | 10 | LE1 | 50.2 | 0.0 | OK
STIFF T1-f | Stiffener (STIFF T1-f) | S 355 | 10 | LE1 | 50.2 | 0.0 | OK
STIFF T2-a | Stiffener (STIFF T2-a) | S 355 | 10 | LE1 | 61.2 | 0.0 | OK
STIFF T2-b | Stiffener (STIFF T2-b) | S 355 | 10 | LE1 | 61.2 | 0.0 | OK
STIFF T2-c | Stiffener (STIFF T2-c) | S 355 | 10 | LE1 | 68.0 | 0.0 | OK
STIFF T2-d | Stiffener (STIFF T2-d) | S 355 | 10 | LE1 | 68.0 | 0.0 | OK
STIFF T2-e | Stiffener (STIFF T2-e) | S 355 | 10 | LE1 | 54.1 | 0.0 | OK
STIFF T2-f | Stiffener (STIFF T2-f) | S 355 | 10 | LE1 | 54.1 | 0.0 | OK
RM1 | Bottom flange 1 | S 355 | 18 | LE1 | 48.7 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 32.2 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 26.1 | 0.0 | OK
RM2 | Bottom flange 1 | S 355 | 19 | LE1 | 355.4 | 0.2 | OK
Top flange 1 | S 355 | 19 | LE1 | 32.3 | 0.0 | OK
Web 1 | S 355 | 11 | LE1 | 163.3 | 0.0 | OK
RM6 | Bottom flange 1 | S 355 | 18 | LE1 | 48.8 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 32.2 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 26.1 | 0.0 | OK
RM3 | Bottom flange 1 | S 355 | 18 | LE1 | 48.7 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 32.2 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 26.1 | 0.0 | OK
RM4 | Bottom flange 1 | S 355 | 19 | LE1 | 32.3 | 0.0 | OK
Top flange 1 | S 355 | 19 | LE1 | 355.4 | 0.2 | OK
Web 1 | S 355 | 11 | LE1 | 163.3 | 0.0 | OK
RM7 | Bottom flange 1 | S 355 | 18 | LE1 | 48.8 | 0.0 | OK
Top flange 1 | S 355 | 18 | LE1 | 32.2 | 0.0 | OK
Web 1 | S 355 | 10 | LE1 | 26.1 | 0.0 | OK
CON1 | End plate (EP1) | S 355 | 10 | LE1 | 365.0 | 4.8 | OK
CON5 | End plate (EP1) | S 355 | 10 | LE1 | 365.0 | 4.8 | OK
### Design data
Material | fy [MPa] | εlim [%]
--- | --- | ---
S 355 | 355.0 | 5.0
### Symbol explanation
Symbol | Explanation
--- | ---
σEd | Eq. stress
εPl | Strain
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 | -
γ M2 | 1.25 | -
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 analysis iterations | 25 |
Divergent iterations count | 6 |
Minimal size of element | 10 | mm
Maximal size of element | 50 | mm
Number of buckling modes | 6 |
# Software info
Application | IDEA StatiCa Member
Version | 22.0.0.2640
Developed by | IDEA StatiCa