1800 N-m B 200 N/m T 2m2m 2 m DO +2m E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the slope and deflection at B and E of the beam and loadings shown using double integration method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).
Transcribed Image Text:1800 N-m
B
200 N/m
Ţ
2m2m 2 m
DO
+2m
E
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