Draw (approximately) the moment diagram for column AJI of the portal. Assume all truss members and the

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Draw (approximately) the moment diagram for column AJI of the portal. Assume all truss members and the columns to be pin connected at their ends. Also determine the force in members HG, HL, and KL.

6 @ 1.5 m = 9 m Н -E 2 kN T 1.5 m 4 kN к L м Nос 4 m B

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Structural Analysis

ISBN: 1589

8th Edition

Authors: Russell C. Hibbeler

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