M (a) Figure Q5(a) shows cantilever beams subjected to point load, W and moment, Mat their ends. The maximum vertical deflection at the cantilever ends, Ow and OM are given by the equations: (i) (11) Omax = K Omax = (i) WL³ L 6EI By using double integration method or Macaulay method, prove ONE of the equations in (i) or (ii) above. ML³ 2EI W FIGURE Q5(a) (ii) TH

M (a) Figure Q5(a) shows cantilever beams subjected to point load, W and moment, Mat their ends. The maximum vertical deflection at the cantilever ends, Ow and OM are given by the equations: (i) (11) Omax = K Omax = (i) WL³ L 6EI By using double integration method or Macaulay method, prove ONE of the equations in (i) or (ii) above. ML³ 2EI W FIGURE Q5(a) (ii) TH

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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