Example 5.1.1
Given: A stepped-shaft (Polar Moment of Inertia J1,
J2) made of two materials (shear moduli G1, G2).
The shaft is fixed (no rotation) at the top. Torques are applied about
the shaft's axis: 3T (counterclockwise about the +y-axis at Pt. B) and
T (clockwise about the +y-axis at Pt. E).
Req'd: Total rotation of the bar, qtotal.
Sol'n:
Step 1. Equilibrium:
Solve for the reaction at Pt. A: R = 2T (clockwise about +y-axis, "negative"
torque).
Step 2. Twist/Torque of Elements:
Break up the bar into lengths over which all the values (torque, cross-section
and modulus) are constant.
The top length of the shaft, AB, has length, a, Polar Moment of
Inertia, J1, modulus, G1, and carries torque 2T
(negative torque on the positive face of AB).
With Cross-section (Section) A fixed, the rotation of Section B with
respect to Section A is:
Taking each of the other lengths with constant torque, section
and modulus:
Step 3. Compatability:
The total rotation is then:
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Free
Body Diagrams of Shaft.
Angular Deflection
of Stepped Shaft.
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