A 6.20 meter long A36 steel column is subjected to an axial compressive load, P= 2500 kN and a lateral force, Fas shown that caused bending about the strong axis of the column. Compute for the safe lateral force, F in kN. Use Fy = 250 Mpa Es = 200,000 Mpa, and Cm value equal to 1.o 155 mm 12 mm 3.10 m 250mm tw 10 mm 12 mm

A 6.20 meter long A36 steel column is subjected to an axial compressive load, P= 2500 kN and a lateral force, Fas shown that caused bending about the strong axis of the column. Compute for the safe lateral force, F in kN. Use Fy = 250 Mpa Es = 200,000 Mpa, and Cm value equal to 1.o 155 mm 12 mm 3.10 m 250mm tw 10 mm 12 mm

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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