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Pp = 60 k P = 70 k Mpr = 12 ft-k M = 15 ft-k -W8 Mpr = 12 ft-k M= 15 ft-k Pn = 60 k PL = 70 k 12 ft

Pp = 60 k P = 70 k Mpr = 12 ft-k M = 15 ft-k -W8 Mpr = 12 ft-k M= 15 ft-k Pn = 60 k PL = 70 k 12 ft

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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Sidesway is prevented for the beam-column shown in the Fig. P11-17. If the first-order momen ts shown are about the x axis, select the lightest W8 if it consists of Fy = 50 steel. Assume Cb = 1.0

Pp = 60 k P = 70 k Mpr = 12 ft-k M = 15 ft-k -W8 Mpr = 12 ft-k M= 15 ft-k Pn = 60 k PL = 70 k 12 ft
Transcribed Image Text:Pp = 60 k P = 70 k Mpr = 12 ft-k M = 15 ft-k -W8 Mpr = 12 ft-k M= 15 ft-k Pn = 60 k PL = 70 k 12 ft
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