Horizontal deflection , Mechanical Engineering

A  truss  is  shown  in  the  given figure. Compute  the horizontal deflection of  joint D formed by  both  the  load  and  fabrication  error  (bar  AE  is  30mm  too  long).  For  all  bars,  area A=1000 mm2, E=200 GPa.

 

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Posted Date: 3/23/2013 3:13:53 AM | Location : United States







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