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raw the shear and bending moment diagram and determine the slope and de the beam shown by the direct integration method. -4 m- El = constant E = 70 GPa I 164 (106) mm² 50 kN-m

raw the shear and bending moment diagram and determine the slope and de the beam shown by the direct integration method. -4 m- El = constant E = 70 GPa I 164 (106) mm² 50 kN-m

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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1. Draw the shear and bending moment diagram and determine the slope and deflection at point B of the beam shown by the direct integration method. 4 m- El = constant E = 70 GPa I 164 (106) mm4 50 kN-m
Transcribed Image Text:1. Draw the shear and bending moment diagram and determine the slope and deflection at point B of the beam shown by the direct integration method. 4 m- El = constant E = 70 GPa I 164 (106) mm4 50 kN-m
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