Using τall = 7.95 ksi and knowing that G = 5.6 × 106 psi, determine for each of the cold-rolled yellow brass bars shown the largest torque T that can be applied and the corresponding angle of twist at end B. Refer to Table 3.1. The torque for the brass bar (a) is kip·in. The angle of twist for the brass bar (a) is °. The torque for the brass bar (b) is kip·in. The angle of twist for the brass bar (b) is °. Using Tall = 7.95 ksi and knowing that G= 5.6 × 106 psi, determine for each of the cold-rolled yellow brassbars shown the largest torque T that can be applied and the corresponding angle of twist at end B. Referto Table 3.1.B2 in.-T2 in.B2.8 in..1.4 in.16 in.The torque for the brass bar (a) isThe angle of twist for the brass bar (a) isThe torque for the brass bar (b) isThe angle of twist for the brass bar (b) iskip-in.kip-in.

Given dataAllowable shearing stress=7.95 KsiG=modulus of rigidity=L=Length of the bar= 16 inFind,1)…

Answered: Using τall = 7.95 ksi and knowing that…

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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Using τ_all = 7.95 ksi and knowing that G = 5.6 × 10⁶ psi, determine for each of the cold-rolled yellow brass bars shown the largest torque T that can be applied and the corresponding angle of twist at end B. Refer to Table 3.1.

The torque for the brass bar (a) is kip·in.

The angle of twist for the brass bar (a) is °.

The torque for the brass bar (b) is kip·in.

The angle of twist for the brass bar (b) is °.

Using Tall = 7.95 ksi and knowing that G= 5.6 × 106 psi, determine for each of the cold-rolled yellow brass
bars shown the largest torque T that can be applied and the corresponding angle of twist at end B. Refer
to Table 3.1.
B
2 in.-
T
2 in.
B
2.8 in..
1.4 in.
16 in.
The torque for the brass bar (a) is
The angle of twist for the brass bar (a) is
The torque for the brass bar (b) is
The angle of twist for the brass bar (b) is
kip-in.
kip-in.

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