For the elements given in Problem 6.3, the nodal displacements are given as u1 = 0.0 in.............v1
Question:
For the elements given in Problem 6.3, the nodal displacements are given as
u1 = 0.0 in.............v1 = 0.0025 in.............u2 0.0012 in.
v2 = 0.0 in.............u3 = 0.0 in...............v3 = 0.0025 in.
Determine the element stresses σx, σy, τxy, σ1, and σ2 and the principal angle θp. Use the values of E, v, and t given in Problem 6.3.
(a)
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(b)
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(c)
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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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