CO 32 kN/m 3 m 40kN > <-40 kN fig. A
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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Slope deflection method: compute for shear and momemt diagram
Transcribed Image Text:2)
32 kN/m
-40 kN
NY O
fig. A
60KN
1.5m
2.5m
35 kN/m
fig. B
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