Lab / Structural Workbench

Steel Workbench

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StatusPASS
Utilisation0.959
NEd13,446 kN
Governsz-axis
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Design columnCol 1 · Row 1
Cross-section356 x 406 x 1299
h 600 mmb 476 mm
A
165,500 mm2
Iy / Iz
7,550 / 2,540 ×10⁶ mm⁴
Class
1
Load build-up13,446 kN at 1
Roof
932 kN
9
2,322 kN
8
3,713 kN
7
5,103 kN
6
6,494 kN
5
7,884 kN
4
9,275 kN
3
10,665 kN
2
12,056 kN
1
13,446 kN
Deformed shapeχ = 0.687
My 0.4Mz 0.23
Axial N/Nb,Rd0.333
My / My,Rd0.399
Mz / Mz,Rd0.227
Combined0.959

Demand

NEd
13,446.0 kN
My,Ed
4,706.1 kNm
Mz,Ed
1,344.6 kNm

Resistance

Nb,Rd y
51,327.8 kN
Nb,Rd z
40,367.2 kN
My,Rd
11,786.0 kNm
Mz,Rd
5,928.5 kNm

Buckling

λ y / z
0.368 / 0.634
χ y / z
0.874 / 0.687
Governing
z-axis