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Situation 1: The frame shown in the figure is to be analyzed using the cantilever method. 36 kN A B C 45 KN E F G 6,500 mm² I 6 m 5,200 mm² J 4.60 m 3,900 mm² K 7.60 m H 3.60 m 6,500 mm² 4.90 m

Situation 1: The frame shown in the figure is to be analyzed using the cantilever method. 36 kN A B C 45 KN E F G 6,500 mm² I 6 m 5,200 mm² J 4.60 m 3,900 mm² K 7.60 m H 3.60 m 6,500 mm² 4.90 m

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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A) shear in member EF B) support reaction at support L C) maximum moment in member CG
Situation 1: The frame shown in the figure is to be analyzed using the cantilever method. 36 kN A B C D 45 KN E F G H 6,500 mm² I L 6 m 5,200 mm² J 4.60 m 3,900 mm² K + 7.60 m 3.60 m 6,500 mm² 4.90 m
Transcribed Image Text:Situation 1: The frame shown in the figure is to be analyzed using the cantilever method. 36 kN A B C D 45 KN E F G H 6,500 mm² I L 6 m 5,200 mm² J 4.60 m 3,900 mm² K + 7.60 m 3.60 m 6,500 mm² 4.90 m
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