= (a) A beam ABC of length L is supporting the point force F at B (x: diagram of the beam is drawn below it. Y M M FL- FL- L L F B F Given that EI is the flexural rigidity of the beam, show that the deflection of the beam at B is given by UB - -FL³/(48EI) by considering only half of the beam. + B (b) Now, a beam ABCD of length 3L/2 is supporting the point force F at B (x = L/2). The bending- moment diagram of the beam is drawn below it. L + L L L -X >X L L/2). The bending-moment D X Given that EI is the flexural rigidity of the beam, determine the deflection of the beam at D.

= (a) A beam ABC of length L is supporting the point force F at B (x: diagram of the beam is drawn below it. Y M M FL- FL- L L F B F Given that EI is the flexural rigidity of the beam, show that the deflection of the beam at B is given by UB - -FL³/(48EI) by considering only half of the beam. + B (b) Now, a beam ABCD of length 3L/2 is supporting the point force F at B (x = L/2). The bending- moment diagram of the beam is drawn below it. L + L L L -X >X L L/2). The bending-moment D X Given that EI is the flexural rigidity of the beam, determine the deflection of the beam at D.

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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