write the solution clearly i will give like else dislike. Required informationThe solid cylinders AB and BC are bonded together at B and are attached to fixedsupports at A and C. The modulus of rigidity is 3.8 x 106 psi for aluminum and 5.4 x 106psi for brass. If T = 16 kip-in, a=1.2 in. and b=2.3 in., determine(a) The reaction torque at A(b) Maximum shear stress in BCAluminumBrass-TBсab12 in.18 in.Assuming the reaction torque at A is TA (kip.in)(), TĀ<16(kip.in) express the magnitude of(i) the internal reaction torque from A to B as TAB=(]) (kip.in)(ii) the internal reaction torque from B to C as TBC=() (kip.in)TA+TA+

Torque, T = 16 kip-in Modulus of rigidity, GA = 3.8*106 psi Modulus of rigidity, GB = 5.4*106 psi a…

Assuming the reaction torque at A is TA (kip.in)(), TA<16(kip.in) express the magnitude of (i) the internal reaction torque from A to B as TAB=([ (ii) the internal reaction torque from B to C as TBC=([ ]) (kip.in) ) (kip.in) TA+ TA+

Assuming the reaction torque at A is TA (kip.in)(), TA<16(kip.in) express the magnitude of (i) the internal reaction torque from A to B as TAB=([ (ii) the internal reaction torque from B to C as TBC=([ ]) (kip.in) ) (kip.in) TA+ TA+

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

write the solution clearly i will give like else dislike.

Required information
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 3.8 x 106 psi for aluminum and 5.4 x 106
psi for brass. If T = 16 kip-in, a=1.2 in. and b=2.3 in., determine
(a) The reaction torque at A
(b) Maximum shear stress in BC
Aluminum
Brass-
T
B
с
a
b
12 in.
18 in.
Assuming the reaction torque at A is TA (kip.in)(), TĀ<16(kip.in) express the magnitude of
(i) the internal reaction torque from A to B as TAB=(
]) (kip.in)
(ii) the internal reaction torque from B to C as TBC=(
) (kip.in)
TA+
TA+

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