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50 kN в 3 m 25 kN 3m A 2 m 4 m

50 kN в 3 m 25 kN 3m A 2 m 4 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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The frame shown in Fig. P.16.34 is pinned to the foundation at A and D and has members whose flexural rigidity is EI. Use the moment distribution method to calculate the moments in the members and draw the bending moment diagram. Ans. MA = Mp = 0, Mg=11.9 kNm, Mc=63.2 kNm.
Transcribed Image Text:The frame shown in Fig. P.16.34 is pinned to the foundation at A and D and has members whose flexural rigidity is EI. Use the moment distribution method to calculate the moments in the members and draw the bending moment diagram. Ans. MA = Mp = 0, Mg=11.9 kNm, Mc=63.2 kNm.
50 kN 3 m 25 kN 3 m | 2 m 4 m
Transcribed Image Text:50 kN 3 m 25 kN 3 m | 2 m 4 m
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