d?w S.wq.l.x, q.x2+dx2D2. D2. DSolve the ODE ( S>0, D>0, q > 0, 1> 0)|c) Take l=5 and apply the boundary conditions w(0) = a, w(5) = 7 to obtain solution of the ODE. Where a is1d) Use the solution obtained in c) and draw a graph that represent the behaviour of the solution at the givenboundary interval (Take S=2 ;D=a, q=a+3). Where a is 1 Cylindrical bending of uniformly loaded rectangular plates with simply supported edges (see the figure givenbelow) can be modeled by the following ordinary differential equation

d2wdx2-SwD=-q.l.x2.D+q.x22.D .................................................................(1)…

Take l=5 and apply the boundary conditions w(0) = a, w(5) = 7 to obtain solution of the ODE. Where a is Use the solution obtained in c) and draw a graph that represent the behaviour of the solution at the given undary interval (Take S=2 ;D=a, q=a+3). Where a is 1

Take l=5 and apply the boundary conditions w(0) = a, w(5) = 7 to obtain solution of the ODE. Where a is Use the solution obtained in c) and draw a graph that represent the behaviour of the solution at the given undary interval (Take S=2 ;D=a, q=a+3). Where a is 1

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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