N 3 S 1 (1) Lo Ο (2) Н Ho 0 4
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.40P
Related questions
Question
A thin plate is composed of two CST elements, as shown
in the figure below. The plate is subjected to a uniform shear traction
s acting on the right edge. Use the following values: E = 30 (106
) psi,
ν = 0.3, t = 1 in, L0 = 24 in, H0 = 10 in, and s = 12500 psi.
(a) Compute all the nodal displacements.
(b) For each element, compute the element stress components σxx, σyy,
and τxy.
(c) For each element, compute the element planar principal normal stresses
σ1
′ and σ2
′.
(d) For each element, compute the Von Mises and Tresca effective stresses
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