A circular bar with a 0.5 radius 2 ft long,11000 ksi module of cut and 0.098176in4 of moment polar of inertia is recessed at one end is subjected to a moment to a torsional moment in the free end.
a) Determine the torsion angle in degrees.
b) Determine maximun shear stress.
Data:
T3= 2275 lb.ft
2ft 테라 T3
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