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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F42a79bb7-cf1a-4915-b9b6-4376cf16e012%2Fa31795a1-315f-4e32-8bc4-300fecfc6050%2F0yt3j0i_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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.
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