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Solve all the reactions at A, B, C, D and E of the frame. 30 kN H G 5.4 m A D E Ax = 7.5 kN; A, = 13.5 kN; MA = 20.3 KN•%; B,=15 kN; В, 3 6.75 kN; Mв 3 40.5 kN-m; = 15 kN; C, = 0; M.- 40.5 - D.= 15 kN: D. = 6 76 ŁN: -3 m-6m -- -6m+3m}

Solve all the reactions at A, B, C, D and E of the frame. 30 kN H G 5.4 m A D E Ax = 7.5 kN; A, = 13.5 kN; MA = 20.3 KN•%; B,=15 kN; В, 3 6.75 kN; Mв 3 40.5 kN-m; = 15 kN; C, = 0; M.- 40.5 - D.= 15 kN: D. = 6 76 ŁN: -3 m-6m -- -6m+3m}

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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Solve all the reactions at A, B, C, D and E of the frame. 60 kN H G 5.4 m B -3 m-6m -- -6m+3 m A = 7.5 kN; A, = 13.5 kN; MA = 20.3 kN•m; B,= 15 kN; = 6.75 kN; Mg = 40.5 KN•%; By = Су%3D 15 kN; С, 3 0;B м. - 40.5 kN-m; D = 15 kN; D, = 6.76 kN; Мp- 40.5 kN-m; E, — 13.5 kN; E, - 13.5 kN; Mg= 20.3 kN•m
Transcribed Image Text:Solve all the reactions at A, B, C, D and E of the frame. 60 kN H G 5.4 m B -3 m-6m -- -6m+3 m A = 7.5 kN; A, = 13.5 kN; MA = 20.3 kN•m; B,= 15 kN; = 6.75 kN; Mg = 40.5 KN•%; By = Су%3D 15 kN; С, 3 0;B м. - 40.5 kN-m; D = 15 kN; D, = 6.76 kN; Мp- 40.5 kN-m; E, — 13.5 kN; E, - 13.5 kN; Mg= 20.3 kN•m
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