(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

(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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

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