PD = 35 k PL=99 k W 10x 49 8.5' A992 steel Qp=5 k OL = 12 k 17' 8.5'

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The beam–column shown in Figure is pinned at both ends and is subjected to the loads shown. Bending is about the strong axis. Determine whether this member satisfies the appropriate AISC Specification interaction equation.

PD = 35 k
PL=99 k
W 10x 49
8.5'
A992 steel
Qp=5 k
OL = 12 k
17'
8.5'
Transcribed Image Text:PD = 35 k PL=99 k W 10x 49 8.5' A992 steel Qp=5 k OL = 12 k 17' 8.5'
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