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Using the slope-deflection method, determine the end moments and the reactions at the supports of the beam shown. Support B has a settlement of 8mm. 100 KN 75 kN/m 37.5 kN/m A C B 3 m 4 m I= 213 (106) mm4 31 3 m E = 200 GPa

Using the slope-deflection method, determine the end moments and the reactions at the supports of the beam shown. Support B has a settlement of 8mm. 100 KN 75 kN/m 37.5 kN/m A C B 3 m 4 m I= 213 (106) mm4 31 3 m E = 200 GPa

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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Using the slope-deflection method, determine the end moments and the reactions at the supports of the beam shown. Support B has a settlement of 8mm. 100 KN 75 kN/m 37.5 kN/m .. C A B 3 m 3 m 4 m E = 200 GPa I= 213 (106) mm4
Transcribed Image Text:Using the slope-deflection method, determine the end moments and the reactions at the supports of the beam shown. Support B has a settlement of 8mm. 100 KN 75 kN/m 37.5 kN/m .. C A B 3 m 3 m 4 m E = 200 GPa I= 213 (106) mm4
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