In the opposite beam, calculate the rotation at point B. E=2.1×10^6 kg/cm^2 , I=3500 cm^4 M=10 KN.m 4.0m 1.5,15 4.0 m
In the opposite beam, calculate the rotation at point B. E=2.1×10^6 kg/cm^2 , I=3500 cm^4 M=10 KN.m 4.0m 1.5,15 4.0 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:In the opposite beam, calculate the rotation at
point B. E=2.1x10^6 kg/cm^2 , I=3500 cm^4
M=10 KN.m
B
4.0m
1.5,15
4.0m
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