Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy = 50 ksi). Use ASD specifications. For determining its effective length factors, neglect inelastic effect. W18-50L-35 t= 800 in."L=35 ft-800 in.Webs of columns andgirders are in theplane of the frame.BW24x55W24x55L-35lo=1,350 in.L-35t4-1,350 inAPo 100 kipsP= 300 kipsPo 41.5 kipsP= 125 kips> W14-82L-14Alo=881 inW14x82L-14t

Given data Material of column is ASTM A992 steel (Fy = 50ksi) To Verify the adequacy of column AB,…

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Elements Of Electromagnetics

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ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The column is made of ASTM A992 steel (Fy = 50 ksi). Use ASD specifications. For determining its effective length factors, neglect inelastic effect.

W18-50
L-35 t
= 800 in."
L=35 ft
-800 in.
Webs of columns and
girders are in the
plane of the frame.
B
W24x55
W24x55
L-35
lo=1,350 in.
L-35t
4-1,350 in
A
Po 100 kips
P= 300 kips
Po 41.5 kips
P= 125 kips
> W14-82
L-14A
lo=881 in
W14x82
L-14t

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