Project: | Column-Fire |
Project no: |
Author: |
# Project data
Project data | Column-Fire
Date | 12/7/2022
Design code | EN
# Geometry ## Analyzed members ### AM1
Property | Value
--- | ---
Name | AM1
Members | M2
Cross-section | Rectangle 400, 250
Length | 8.00 m
ey | 0 mm
ez | 0 mm
Begin | (0.00; 0.00; 0.00) m
End | (0.00; 0.00; 8.00) m
Member type | Column 1
Support Begin | ■ X | ■ Y | ■ Z | □ Rx | □ Ry | ■ Rz
Support End | □ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz
## Related members ## Member type ### Column 1
Property | Value
--- | ---
Member type | Column
Name | Column 1
Carbonation | XC3
Chlorides | XD1
Chlorides from sea | Not allowed
Freeze/Thaw attack | Not allowed
Chemical attack | Not allowed
Effect considered | IsolatedMember
Geometric imperfections | BothDirections
Method of analysis | NominalCurvature
Factor c to y axis | UserDefined
cy | 9.86960440108936
Factor c to z axis | UserDefined
cz | 9.86960440108936
## Cross-section Rectangle 400, 250, Material: C25/30 ## Fire design data (list of Fire exposure data) #### Fire curve: Standard fire curve ISO 834 (EN 1991-1-2) ### EXP1
Members | Fire resistance class | Concrete moisture [%] | Definition along the length | Initial member temperature [°C]
--- | --- | --- | --- | ---
AM1 | R90 | 1.5 | Whole length | 20
Rectangle 400, 250 ## 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 | Member axis | 0 | 0
#### Point load
Member | N [kN] | Vy [kN] | Vz [kN] | Mx [kN] | My [kN] | Mz [kN]
--- | --- | --- | --- | --- | --- | ---
AM1 / 1.00 | -110.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0
# Fire design # Results - Materially non-linear analysis (MNA) Load bearing resistance of the shear reinforcement is not checked by the GMNA. For the code-check of the shear reinforcement, run the Linear analysis. ## Overall ## ULS strength ### Detailed concrete strength results
Members | LE | Position X [m] | σc [MPa] | σc,lim [MPa] | σc/σc,lim [%] | εc [1e-4] | εc,lim [1e-4] | εc/εc,lim [%] | Check
--- | --- | --- | --- | --- | --- | --- | --- | --- | ---
AM1 | LE1 | 3.81 | -3.6 | -7.2 | 50.2 | 54.2 | -351.6 | 24.4 | OK
### Detailed reinforcement strength results
Members | LE | Position X [m] | σs [MPa] | σs,lim [MPa] | σs/σs,lim [%] | εs [1e-4] | εs,lim [1e-4] | εs/εs,lim [%] | Check
--- | --- | --- | --- | --- | --- | --- | --- | --- | ---
AM1 | LE1 | 7.99 | 218.9 | 487.1 | 44.9 | 68.7 | 1500.0 | 1.1 | OK
# Results - Geometrically and materially non-linear analysis (GMNIA) Load bearing resistance of the shear reinforcement is not checked by the GMNA. For the code-check of the shear reinforcement, run the Linear analysis. ## Overall ## ULS strength ### Detailed concrete strength results
Members | LE | Position X [m] | σc [MPa] | σc,lim [MPa] | σc/σc,lim [%] | εc [1e-4] | εc,lim [1e-4] | εc/εc,lim [%] | Check
--- | --- | --- | --- | --- | --- | --- | --- | --- | ---
AM1 | LE1 | 3.81 | -4.4 | -7.4 | 59.7 | 36.8 | -351.6 | 29.4 | OK
### Detailed reinforcement strength results
Members | LE | Position X [m] | σs [MPa] | σs,lim [MPa] | σs/σs,lim [%] | εs [1e-4] | εs,lim [1e-4] | εs/εs,lim [%] | Check
--- | --- | --- | --- | --- | --- | --- | --- | --- | ---
AM1 | LE1 | 1.56 | 243.7 | 487.1 | 50.0 | 72.7 | 1500.0 | 1.4 | OK
### Symbol explanation
Symbol | Explanation
--- | ---
Check | Result of the check
# Software info
Application | IDEA StatiCa Member
Version | 22.1.2.1391
Developed by | IDEA StatiCa