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 LRFD specifications. For determining its effective length factor, neglect inelastic effect. W18x50 L= 35 ft k= 800 in.* L= 35 ft k= 800 in." Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L= 35 ft =1,350 in." L- 35 ft 4=1,350 in. Po= 41.5 kips P= 125 kips P= 300 kips sdy 001 = W14x82 W14x82 L= 14 ft = 881 in. L=14 ft x = 881 in

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 LRFD specifications. For determining its effective length factor, neglect inelastic effect. W18x50 L= 35 ft k= 800 in.* L= 35 ft k= 800 in." Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L= 35 ft =1,350 in." L- 35 ft 4=1,350 in. Po= 41.5 kips P= 125 kips P= 300 kips sdy 001 = W14x82 W14x82 L= 14 ft = 881 in. L=14 ft x = 881 in

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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