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 = 800 in. C Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L=35 ft 4=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 Ix = 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 = 800 in. C Webs of columns and girders are in the plane of the frame. W24x55 W24x55 L=35 ft 4=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 Ix = 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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Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN
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