(2) The HW350X350X10X16 with 7.0m long steel column is pinned at both ends and braced in the weak direction at a height of 3.5m, as shown in Figure 2, Q235 steel is used. Determine design strength of this axial compressive member based on the AISC LRFD. (Fy=235N/mm²). Section properties of HW350X350×10×16 are shown as follows: d=350mm, b-350mm, t-16mm, tw=10mm, r=20mm, L-33300x104mm, I-11200x104mm, r=151mm, r,-87.8mm Z N A C (a) & B 3500 r=20mm, Ag=14600mm², 3500 Z (b) A B 7000

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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(2)
The HW350X350X10X16 with 7.0m long steel column is
pinned at both ends and braced in the weak direction at a height of 3.5m, as shown
in Figure 2, Q235 steel is used. Determine design strength of this axial
compressive member based on the AISC LRFD.
(Fy=235N/mm²).
Section properties of HW350X350X10X16 are shown as follows:
d=350mm, b-350mm, t-16mm, tw=10mm, r=20mm, Ag=14600mm²,
L=33300x104mm, I-11200x104mm*, r=151mm, r,-87.8mm
N
N
N
A
&
B
(a)
3500
3500
(b)
A
B
Figure 2
7000
Transcribed Image Text:(2) The HW350X350X10X16 with 7.0m long steel column is pinned at both ends and braced in the weak direction at a height of 3.5m, as shown in Figure 2, Q235 steel is used. Determine design strength of this axial compressive member based on the AISC LRFD. (Fy=235N/mm²). Section properties of HW350X350X10X16 are shown as follows: d=350mm, b-350mm, t-16mm, tw=10mm, r=20mm, Ag=14600mm², L=33300x104mm, I-11200x104mm*, r=151mm, r,-87.8mm N N N A & B (a) 3500 3500 (b) A B Figure 2 7000
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