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 minimum load P (kN) needed to close the gap?
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 minimum load P (kN) needed to close the gap?
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter12: Composite Materials
Section: Chapter Questions
Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.
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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 minimum load P (kN) needed to close the gap?
P
S](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6744666d-76bc-460e-a16f-e8c658b63564%2F1e7acaf4-4501-4faf-b5bb-d0dd8ecea1b7%2Fzxbhuhs_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 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 minimum load P (kN) needed to close the gap?
P
S
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