1.5P KN 0.6P KN P KN D Evw kN/m 4 m -6 m- 8m- B 7 m
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
Related questions
Question
Calculate internal moments at D and E for beam CDE showing all working. Assume the support at A is a roller and B is a pin. There are fixed connected joints at D and E. Assume P equals 9.6 and w equals 0.36

Transcribed Image Text:1.5P KN
0.6P KN
P KN
D
Evw kN/m
4 m
-6 m-
8m-
B
7 m
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