c kN d kN/m B 3 m

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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Use slope deflection method to solve the moment reaction at C in kN-m on the 250mm x 350 mm beam shown in the figure below. Assume E=80 GPa and use a = 5m, b= 5m, c= 33kN, and d= 40kN/m

c kN
d kN/m
B.
"b" m
3 m
Transcribed Image Text:c kN d kN/m B. "b" m 3 m
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