Consider the cantilever beam shown in Figure 2, which is subjected to a linearly distributedtransverse load with intensity qo at the tip. Using a single cubic beam finite element and thecorresponding consistent load vector obtain:(a) The deflection and slope at the tip (free end) of the beam.(b) The reactions at the fixed boundary.(c) Comment on how the above finite element results would compare with the "exact" resultsfor the beam obtained from the solution of the governing differential equation. Withoutperforming the calculations, comment on how the exact and finite element predicted (i)deflection profiles and (ii) strain energies would compare?EILFigure 2

Slope and deflection at free end Deflection δδ=WL430EISlope θθ=WL324EISubstituteDeflection at free…

Consider the cantilever beam shown in Figure 2, which is subjected to a linearly distributed transverse load with intensity qo at the tip. Using a single cubic beam finite element and the corresponding consistent load vector obtain: (a) The deflection and slope at the tip (free end) of the beam. (b) The reactions at the fixed boundary.

Consider the cantilever beam shown in Figure 2, which is subjected to a linearly distributed transverse load with intensity qo at the tip. Using a single cubic beam finite element and the corresponding consistent load vector obtain: (a) The deflection and slope at the tip (free end) of the beam. (b) The reactions at the fixed boundary.

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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