Bundle: Mechanics Of Materials, Loose-leaf Version, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
9th Edition
ISBN: 9781337594318
Author: Barry J. Goodno; James M. Gere
Publisher: Cengage Learning
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Chapter 8, Problem 8.4.8P
Solve the preceding problem for the following data:P = 160 kN,JV = 200 tN,L = 2 m,b = 95 mm, h = 300 mm, and d = 200 mm
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. A thin plate is composed of four CST elements, as shown inthe figure below. The plate is subjected to a uniform tensile traction sacting on the right edge and a concentrated force F at the center. Usethe following values: E = 105 GPa, ν = 0.3, t = 5 mm, L = 400 mm,H = 400 mm, s = 50 MPa, and F = 150 kN.(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 stressesσ1′ and σ2′.(d) For each element, compute the Von Mises and Tresca effective stresses.
Please help solve using only FEM( Finite Element Method) and the values given, very urgent. Thank you.
The rod length in the figure is L = 28 cm and the profile section is 6x6 cm. Rod pull with a constant force (F = 13000 daN)It has been subjected to stretching. At the end of the pull, the length of the rod increased to 0.030 cm and its width decreased by 0.0014 cm.has been observed. Find out what would be the Poisson's ratio and the Modulus of Elasticity (E) of the bar.
Chapter 8 Solutions
Bundle: Mechanics Of Materials, Loose-leaf Version, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
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