A rigid steel plate is supported by three posts of high-strength concrete each having an effective cross-sectional area A = 40,000 mm2 and length L = 2 m (see figure). Before %3D the load P is applied, the middle post is shorter than the others by an amount s = 1.0 mm. The allowable compressive stress in the concrete is 20 MPa and E of concrete is 30 GPa. What is the normal strain in the outer posts when the gap was just closed? (4 decimals)

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 2.8.7P: A weight W = 4500 lb falls from a height h onto a vertical wood pole having length L = 15 ft,...
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A rigid steel plate is supported by three posts of high-strength concrete each having an
effective cross-sectional area A = 40,000 mm2 and length L = 2 m (see figure). Before
the load P is applied, the middle post is shorter than the others by an amount s = 1.0
mm. The allowable compressive stress in the concrete is 20 MPa and E of concrete is
30 GPa.
What is the normal strain in the outer posts when the gap was just closed? (4 decimals)
Transcribed Image Text:A rigid steel plate is supported by three posts of high-strength concrete each having an effective cross-sectional area A = 40,000 mm2 and length L = 2 m (see figure). Before the load P is applied, the middle post is shorter than the others by an amount s = 1.0 mm. The allowable compressive stress in the concrete is 20 MPa and E of concrete is 30 GPa. What is the normal strain in the outer posts when the gap was just closed? (4 decimals)
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