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Verify the adequacy of column BC, 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 factor, neglect inelastic effect. W18x50 L= 35 ft k= 800 in. L= 35 ft C k=800 in. Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L=35 ft k=1,350 in. L= 35 ft =1,350 in. A Po= 100 kips PL = 300 kips Po = 41.5 kips PL = 125 kips > W14x82 L= 14 ft Iy = 881 in. W14x82 L= 14 ft x= 881 in.

Verify the adequacy of column BC, 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 factor, neglect inelastic effect. W18x50 L= 35 ft k= 800 in. L= 35 ft C k=800 in. Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L=35 ft k=1,350 in. L= 35 ft =1,350 in. A Po= 100 kips PL = 300 kips Po = 41.5 kips PL = 125 kips > W14x82 L= 14 ft Iy = 881 in. W14x82 L= 14 ft x= 881 in.

Structural Analysis
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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Verify the adequacy of column BC, 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 factor, neglect inelastic effect. W18x50 L= 35 ft k=800 in. L= 35 ft C k= 800 in. Webs of columns and girders are in the plane of the frame. B W24x55 W24x55 L= 35 ft k = 1,350 in. L= 35 ft =1,350 in. A Po= 100 kips P = 300 kips Po = 41.5 kips P = 125 kips > W14x82 L= 14 ft W14x82 L= 14 ft x= 881 in. Ix = 881 in
Transcribed Image Text:Verify the adequacy of column BC, 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 factor, neglect inelastic effect. W18x50 L= 35 ft k=800 in. L= 35 ft C k= 800 in. Webs of columns and girders are in the plane of the frame. B W24x55 W24x55 L= 35 ft k = 1,350 in. L= 35 ft =1,350 in. A Po= 100 kips P = 300 kips Po = 41.5 kips P = 125 kips > W14x82 L= 14 ft W14x82 L= 14 ft x= 881 in. Ix = 881 in
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