40KN/M 80KN 15KN/M B 21 1.51 Е 21 1.5/ 1.75/ 6.0 A D. Fl 6.0 4.0
Chapter8: Influence Lines
Section: Chapter Questions
Problem 60P
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Question
STRUCTURAL THEORY 2
DISPLACEMENT METHOD

Transcribed Image Text:Solve for the end moments of each member.
40KN/M
80KN
15KNIM
B
21
1.51
21
1.51
1.751 6.0
A
D
FI
6.0
4.0
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