Use LRFD to determine the Maximum required plastic moment capacity based on beam mechanisms and using a portal .

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Use LRFD to determine the Maximum required plastic moment capacity based on beam mechanisms and using a portal .

hinge at F and a
2.1m-
-4.6m
3.4m
1.8m
1.2P
1.SP
1.7M
6.5m
1.5M
The loads are PDL = 176.8 kN, PLL= 95.4 kN and an earthquake latela
load of FEQ = 52.3 kN with a factor fi = 0.5.
%3D
%3D
%3D
Transcribed Image Text:hinge at F and a 2.1m- -4.6m 3.4m 1.8m 1.2P 1.SP 1.7M 6.5m 1.5M The loads are PDL = 176.8 kN, PLL= 95.4 kN and an earthquake latela load of FEQ = 52.3 kN with a factor fi = 0.5. %3D %3D %3D
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