ne solid cylinders AB and BC are bonded together at B and are attached to fixed supports at A and C. The modulus gidity is 3.4 x 106 psi for aluminum and 5.3 x 106 psi for brass. If T = 15.5 kip-in, a-12 in, and b-2.5 in., determine ) The reaction torque at A ) Maximum shear stress in BC Alui 12 Bea

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The solid cylinders AB and BC are bonded together at B and are attached to fixed supports at A and C. The modulus of
rigidity is 3.4 x 106 psi for aluminum and 5.3 x 106 psi for brass. If T = 15.5 kip-in, a=1.2 in, and b-2.5 In., determine
(a) The reaction torque at A
(b) Maximum shear stress in BC
Alumminum
12
T.
Beas
IS in
Assuming the reaction torque at A is TA (kip.in)(+), TAS15.5(kip.in) express the magnitude of
(1) the internal reaction torque from A to B as TAB"
(i1) the internal reaction torque from B to C as TBC|
TA
TA
) (kip.in)
) (kip.in)
Transcribed Image Text:The solid cylinders AB and BC are bonded together at B and are attached to fixed supports at A and C. The modulus of rigidity is 3.4 x 106 psi for aluminum and 5.3 x 106 psi for brass. If T = 15.5 kip-in, a=1.2 in, and b-2.5 In., determine (a) The reaction torque at A (b) Maximum shear stress in BC Alumminum 12 T. Beas IS in Assuming the reaction torque at A is TA (kip.in)(+), TAS15.5(kip.in) express the magnitude of (1) the internal reaction torque from A to B as TAB" (i1) the internal reaction torque from B to C as TBC| TA TA ) (kip.in) ) (kip.in)
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