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5 m T Į 2.5 m 10 kN B A с D 10 m For the portal frame shown in the above figure, the final end moments are: 'AB' The end moment at Mpc will be DC 15 kN.m, MBA-10 kN.m, McD = 20 kN.m, CD

5 m T Į 2.5 m 10 kN B A с D 10 m For the portal frame shown in the above figure, the final end moments are: 'AB' The end moment at Mpc will be DC 15 kN.m, MBA-10 kN.m, McD = 20 kN.m, CD

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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5 m T Į 2.5 m 10 kN B A с D 10 m For the portal frame shown in the above figure, the final end moments are: 'AB' - 15 kN.m, MBA=10 kN.m, McD = 20 kN.m, The end moment at Moc will be CD DC
Transcribed Image Text:5 m T Į 2.5 m 10 kN B A с D 10 m For the portal frame shown in the above figure, the final end moments are: 'AB' - 15 kN.m, MBA=10 kN.m, McD = 20 kN.m, The end moment at Moc will be CD DC
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