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 = %3D 1.0 mm. The allowable compressive stress in the concrete is 20 MPa and E of concrete is 30 GPa. What is the axial deformation in mm of the outer posts when the gap was just closed? (4 decimals) S.
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 = %3D 1.0 mm. The allowable compressive stress in the concrete is 20 MPa and E of concrete is 30 GPa. What is the axial deformation in mm of the outer posts when the gap was just closed? (4 decimals) S.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
Section: Chapter Questions
Problem 12P
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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
%3D
load P is applied, the middle post is shorter than the others by an amount s
1.0 mm. The
%3D
allowable compressive stress in the concrete is 20 MPa and E of concrete is 30 GPa.
What is the axial deformation in mm of the outer posts when the gap was just closed? (4
decimals)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8f2be8b1-d8af-4190-9ff8-75b1da1666e0%2F33502401-d705-4b7b-880f-f606dcd7a6fc%2Fkgu2h9p_processed.jpeg&w=3840&q=75)
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
%3D
load P is applied, the middle post is shorter than the others by an amount s
1.0 mm. The
%3D
allowable compressive stress in the concrete is 20 MPa and E of concrete is 30 GPa.
What is the axial deformation in mm of the outer posts when the gap was just closed? (4
decimals)
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