C= 60 R= σ1 = 02 = Determine the principal stresses 1 and 2 for the stress element shown above: Ts= 0₁ = 160 TA= 220 JB = -100 Determine the maximum in-plane shear stress, TS, and the normal stress on the plane of max shear stress, σg: TB = 160 JA= 0 60 MPa 0 MPa Determine the stresses on an element that lies on the line shown that is rotated 0 = 10° cour Mohr's Circle from the principal plane. 0 0 MPa MPa MPa MPa MPa MPa MPa MPa ?
C= 60 R= σ1 = 02 = Determine the principal stresses 1 and 2 for the stress element shown above: Ts= 0₁ = 160 TA= 220 JB = -100 Determine the maximum in-plane shear stress, TS, and the normal stress on the plane of max shear stress, σg: TB = 160 JA= 0 60 MPa 0 MPa Determine the stresses on an element that lies on the line shown that is rotated 0 = 10° cour Mohr's Circle from the principal plane. 0 0 MPa MPa MPa MPa MPa MPa MPa MPa ?
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.2.27P: -27 A square plate with side dimension of 2 in. is subjected to compressive stress a and tensile...
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