Prob 5. The column below is made of A-36 steel (E=29,000 ksi, and = 36 ksi). The columns cross-section is shown on the right side. X-section view oyield Determine the following: (a) 1 inI Find the moment of inertia about the x-axis (I,). Find the moment of inertia about the y-axis (I,). Which M.of.l controls? Find the largest critical load the column can support if the (c) (d) column is pin-pin connected (K=1.0) 10 in X. 18 ft 1 in 1inT[ yi 6 im

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The column below is made of A-36 steel (E=29,000 ksi, and
= 36 ksi). The columns cross-section is shown on the right side.
Prob 5.
X-section view
oyield
Determine the following:
(a)
(b)
1 inT
Find the moment of inertia about the x-axis (Im).
Find the moment of inertia about the y-axis (I,).
Which M.of.l controls?
Find the largest critical load the column can support if the
10 in X.
18 ft
(d)
column is pin-pin connected (K=1.0)
in
1in
y!
6 in
Transcribed Image Text:The column below is made of A-36 steel (E=29,000 ksi, and = 36 ksi). The columns cross-section is shown on the right side. Prob 5. X-section view oyield Determine the following: (a) (b) 1 inT Find the moment of inertia about the x-axis (Im). Find the moment of inertia about the y-axis (I,). Which M.of.l controls? Find the largest critical load the column can support if the 10 in X. 18 ft (d) column is pin-pin connected (K=1.0) in 1in y! 6 in
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