Using Tall = 68 MPa and G= 27 GPa, determine for each of thealuminum bars shown the largest torque T that can be appliedand the corresponding angle of twist at end B. Refer to Table 3.1.(a)(b)45 mm15 mm25 mm25 mm900 mmBCheck my workBThe largest torque that can be applied at end B of bar a isN-m and the corresponding angle of twist isThe largest torque that can be applied at end B of bar bisN-m and the corresponding angle of twist is

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Answered: Using Tall = 68 MPa and G= 27 GPa,…

Using Tall = 68 MPa and G= 27 GPa, deterr aluminum bars shown the largest torque T and the corresponding angle of twist at en (a) (b) 1 45 mm 15 mm 25 mm B B

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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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

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Using Tall = 68 MPa and G= 27 GPa, determine for each of the
aluminum bars shown the largest torque T that can be applied
and the corresponding angle of twist at end B. Refer to Table 3.1.
(a)
(b)
45 mm
15 mm
25 mm
25 mm
900 mm
B
Check my work
B
The largest torque that can be applied at end B of bar a is
N-m and the corresponding angle of twist is
The largest torque that can be applied at end B of bar bis
N-m and the corresponding angle of twist is

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