The drilling shaft maintains a torque or moment of 15 kip-ft but the amount
of the torque in each of the two sections is not known. Summing the moments around
the pipe axis gives
TA + TS = Ttotal =
15 kip-ft
Thus, there are two unknowns but only one equation from static equilibrium.
A second equation can be developed from the angle of twist compatibility relationship.
Each section must twist the same, or
θsteel = θalum
Recall, the angle of twist for any circular shaft is
Using this in the compatibility equation gives
Rearranging and substituting values gives
TS = 4.586 TA
This indicates the steel section takes almost 80% of the torque. Thus, the aluminum
will not help much. This result can be substituted back into
the moment equilibrium equation, giving
TA + 4.586 TA = 15,000
lb-ft
TA = 2,685 lb-ft
TS = 12,310 lb-ft
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