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3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic cantilever beam AB when it is loaded as shown (Fig. 3), knowing that the flexural rigidity of the beam is EI = 10 MN.m². 50 kN B| 90 kN - m 3 m Fig.3

3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic cantilever beam AB when it is loaded as shown (Fig. 3), knowing that the flexural rigidity of the beam is EI = 10 MN.m². 50 kN B| 90 kN - m 3 m Fig.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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3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic cantilever beam AB when it is loaded as shown (Fig. 3), knowing that the flexural rigidity of the beam is EI = 10 MN.m². 50 kN B| 90 kN - m 3 m Fig.3
Transcribed Image Text:3. Using Moment Area Method, determine the slope and deflection at end B of the prismatic cantilever beam AB when it is loaded as shown (Fig. 3), knowing that the flexural rigidity of the beam is EI = 10 MN.m². 50 kN B| 90 kN - m 3 m Fig.3
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