Knowing thatE=29 x 10° psi, determine (a) the load P so that the total deformation is 0.002 in.. (b) the corresponding deformation of the central portion BC..

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the following problem please show intermediate steps including free body diagrams, equations used, and problem setup so your approach can be followed.
(Problem 2.T28 from the text book) The specimen shown is made from a 1-in.-diameter
cylindrical steel rod with two 1.5-in.-outer-diameter sleeves bonded to the rod as shown.
Knowing thatE=29 x 10° psi, determine (a) the load P so that the total deformation is 0.002
in., (b) the corresponding deformation of the central portion BC..
%3D
1-in. diameter
1-in. diameter
1-in. diameter
2 in.
3 in,
54°F Sunny
Transcribed Image Text:(Problem 2.T28 from the text book) The specimen shown is made from a 1-in.-diameter cylindrical steel rod with two 1.5-in.-outer-diameter sleeves bonded to the rod as shown. Knowing thatE=29 x 10° psi, determine (a) the load P so that the total deformation is 0.002 in., (b) the corresponding deformation of the central portion BC.. %3D 1-in. diameter 1-in. diameter 1-in. diameter 2 in. 3 in, 54°F Sunny
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