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Unit Load Method for curved determinate structure

  1. Feb 20, 2016 #1
    1. The problem statement, all variables and given/known data
    A uniform curved beam ABC of radius R is fixed at C and is free at end A, and carries a vertical load W at B, as shown in Fig. 3.2. Considering only bending action of W, derive expressions for the vertical and horizontal displacements as well as the rotation at end A in terms of W, R and flexural rigidity EI of the beam. Ignore the self-weight of the beam.

    Use unit load method, 1.  U * .


    2. Relevant equations
    I had uploaded the qns and solution provided, but there is one part where moment about AB =0 which i do not understand.

    3. The attempt at a solution
    I understand the whole solution except for one part, which is moment about AB for real load analysis.Why is it 0 and not WRcostheta? Thanks in advance : )
     

    Attached Files:

  2. jcsd
  3. Feb 25, 2016 #2
    Thanks for the post! This is an automated courtesy bump. Sorry you aren't generating responses at the moment. Do you have any further information, come to any new conclusions or is it possible to reword the post?
     
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