Problem 1 A 35 ft cantilever column has the following cross section A= 55.0 in², Ix= 3600 in*, and Iy =2800 int. The applied factored axial load on this column is Pu = 1000 k. Check whether this column is adequate. Assume column to be fixed at bottom and free at top. Assume A36 steel (Fy = 36 ksi). Use the equations in Chapter E in the AISCM and recommended K value from page 16.1-570 from Part 16 of the AISCM.

Problem 1 A 35 ft cantilever column has the following cross section A= 55.0 in², Ix= 3600 in*, and Iy =2800 int. The applied factored axial load on this column is Pu = 1000 k. Check whether this column is adequate. Assume column to be fixed at bottom and free at top. Assume A36 steel (Fy = 36 ksi). Use the equations in Chapter E in the AISCM and recommended K value from page 16.1-570 from Part 16 of the AISCM.

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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