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Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Method of super position Take. E = 2.05 x 105 N/mm2 and I= 3x 108 mm4 6 KN/m 2kN

Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Method of super position Take. E = 2.05 x 105 N/mm2 and I= 3x 108 mm4 6 KN/m 2kN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 14P
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Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Method of super position Take. E = 2.05 x 105 N/mm2 and I = 3x 108 mm4 6 KN/m 2KN 1-ZKN-m 3m 2.2EI
Transcribed Image Text:Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Method of super position Take. E = 2.05 x 105 N/mm2 and I = 3x 108 mm4 6 KN/m 2KN 1-ZKN-m 3m 2.2EI
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