Prob.5: [2.41] The steel rods (E = 200 GPa) support a 36 kN load P. Each of the rods AB and CD a 200 mm² cross-sectional area and rod EF has 625 mm? cross-sectional area. Determine (a) the change in length of rod EF, (b) the stress in each rod. 500 mm E 400 mm O F

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.3.21P: A slightly tapered bar AB of solid circular crass section and length L is supported at end B and...
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Prob.5:
[2.41] The steel rods (E = 200 GPa) support a 36 kN load P. Each of
the rods AB and CD a 200 mm² cross-sectional area and rod EF has 625
mm? cross-sectional area. Determine (a) the change in length of rod EF, (b)
the stress in each rod.
500 mm
B
E
400 mm
F
Transcribed Image Text:Prob.5: [2.41] The steel rods (E = 200 GPa) support a 36 kN load P. Each of the rods AB and CD a 200 mm² cross-sectional area and rod EF has 625 mm? cross-sectional area. Determine (a) the change in length of rod EF, (b) the stress in each rod. 500 mm B E 400 mm F
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