The W 12x 58 column in Figure 1 supports an axial load of 800 kN and is subjected to a transverse load of 30 kN at its mid-height which act perpendicular to the major axis (X- axis) of the column. Check the adequacy of the column section using beam-column analysis. Use A36 steel (Fy = 250 MPa, Es = 200,000 MPa) , k = 0.8, Fb = 0.60 Fy. Use %3D %3D ASD.

The W 12x 58 column in Figure 1 supports an axial load of 800 kN and is subjected to a transverse load of 30 kN at its mid-height which act perpendicular to the major axis (X- axis) of the column. Check the adequacy of the column section using beam-column analysis. Use A36 steel (Fy = 250 MPa, Es = 200,000 MPa) , k = 0.8, Fb = 0.60 Fy. Use %3D %3D ASD.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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