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The following is the torque versus angle of twist diagram for a 0.75 inch diameter steel bar tested in torsion. The gage lengThe shear stress at point should be closest to: 9000 psi 40000 psi 54000 psi 18000 psiThe shear stress at point P should be closest to: 18000 psi 9000 psi 40000 psi 54000 psiThe shear stress at point P should be closest to: 18000 psi 9000 psi 40000 psi 54000 psiThe engineering shear strain at point Q should be closest to: 0.1 0.5 2 O 1.5The engineering shear strain at point P should be closest to: 1.5 0.5 0.1 O2

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. Size of Steel bar es d = 0.75 inch diameter of bar L = 3 en ches Gauge length & torque The values of angle of rotation poinAlso GO L r IL a shear stress G = (+2) shear strain shear strain (e) (3) L Let us solve asked question 1) Shear stress at poifrom equation (2) Ir. 4000 0.75 2 J 0.03106 ..^=48293.62 psi The shear stress at point p should be closest to 54ooo psi @ Р c

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