11.21 (B). Derive the formulae for the slope and deflection at the free end of a cantilever when loaded at the end with a concentrated load W. Use a strain energy method for your solution. A cantilever is constructed from metal strip 25 mm deep throughout its length of 750 mm. Its width, however, varies uniformly from zero at the free end to 50 mm at the support. Determine the deflection of the free end of the cantilever if it carries uniformly distributed load of 300 N/m across its length. E = 200 GN/m?. [1.2 mm.] %3D

11.21 (B). Derive the formulae for the slope and deflection at the free end of a cantilever when loaded at the end with a concentrated load W. Use a strain energy method for your solution. A cantilever is constructed from metal strip 25 mm deep throughout its length of 750 mm. Its width, however, varies uniformly from zero at the free end to 50 mm at the support. Determine the deflection of the free end of the cantilever if it carries uniformly distributed load of 300 N/m across its length. E = 200 GN/m?. [1.2 mm.] %3D

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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