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w=300 lb/ft 15' 1500 lb. * Hint: point B is a hinge, there is only a By force when you draw the FBD, also the bending. moment in B is zero. 2' C 3'

w=300 lb/ft 15' 1500 lb. * Hint: point B is a hinge, there is only a By force when you draw the FBD, also the bending. moment in B is zero. 2' C 3'

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please derive equations of SF and BM by sections first

 

 

Draw the shear and bending moment diagrams of the beam shown here:

w=300 lb/ft B 15' 1500 lb. * Hint: point B is a hinge, there is only a By force when you draw the FBD, also the bending moment in B is zero. 2₁ C 3'
Transcribed Image Text:w=300 lb/ft B 15' 1500 lb. * Hint: point B is a hinge, there is only a By force when you draw the FBD, also the bending moment in B is zero. 2₁ C 3'
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