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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 engineering shear strain at point P should be closest to: 1.5 0.5 0.1 O2

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Answer #1

I = - = 60 L R = 0.75 -0.315 in 2 L=3in I GO R L at P T = 4000 in ub RO L 0 = 11.3 rad G shear strain = 0.375 x11.3 P 3 0 = 1

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