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Q.8 A cantilever beam AB as shown in figure is clamped at B and supported through a hinge by a partially submerged (in water) platform at A. The beam has flexural rigidity El and length L. It is loaded by a vertical concentrated force Fat A. (Neglect the weight of platform). B Cross-sectional area A, Y = unit weight of water Water The reaction developed at A is FL3 FL3 3 (a) 13 (b) El El + 2 A,Y 2 AY) FL3 FL2 3 (c) (), El El 3 A,Y A,Y.

Q.8 A cantilever beam AB as shown in figure is clamped at B and supported through a hinge by a partially submerged (in water) platform at A. The beam has flexural rigidity El and length L. It is loaded by a vertical concentrated force Fat A. (Neglect the weight of platform). B Cross-sectional area A, Y = unit weight of water Water The reaction developed at A is FL3 FL3 3 (a) 13 (b) El El + 2 A,Y 2 AY) FL3 FL2 3 (c) (), El El 3 A,Y A,Y.

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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Advanced structural engineering
Q.8 A cantilever beam AB as shown in figure is clamped at B and supported through a hinge by a partially submerged (in water) platform at A. The beam has flexural rigidity El and length L. It is loaded by a vertical concentrated force Fat A. (Neglect the weight of platform). B Cross-sectional area A, Y = unit weight of water Water The reaction developed at A is FL3 FL3 3 (a) (b) 3 13 El El + 2 A,Y 2 AY) FL3 FL2 3. 2 (c) (), El El 3 A,Y 2 A,Y.
Transcribed Image Text:Q.8 A cantilever beam AB as shown in figure is clamped at B and supported through a hinge by a partially submerged (in water) platform at A. The beam has flexural rigidity El and length L. It is loaded by a vertical concentrated force Fat A. (Neglect the weight of platform). B Cross-sectional area A, Y = unit weight of water Water The reaction developed at A is FL3 FL3 3 (a) (b) 3 13 El El + 2 A,Y 2 AY) FL3 FL2 3. 2 (c) (), El El 3 A,Y 2 A,Y.
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