For the plane trusses with inclined supports shown in Figures P3-49 through P3-51, solve for the nodal
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For the plane trusses with inclined supports shown in Figures P3-49 through P3-51, solve for the nodal displacements and element stresses in the bars. Let A = 2 in2, E = 30 × 106 psi, and L = 30 in. for each truss.
Figure P3-49,
Figure P3-50
Figure P3-51
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2000 lb 45° 2 2000 lb
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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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