(a) The torque is
T=2πnP=2π150/6074000=4710 N⋅m.(b) The maximum shear stress developed
τ=JTR=πd232TR=0.12π32⋅47100.05=240⋅103 Pa.(c) The angle of twist in a length of 1.50 m
JT=LGϕ→ϕ=GJTL=2(n/60)π2d4GPL= =2(150/60)π20.14⋅8⋅101074000⋅1.5=2.81⋅10−4 rad, or 0.016°.
(d) The shear stress at a radius of 3 cm is
τ=πd232Tr=0.12π32⋅47100.03=144000 Pa.
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