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. Determine the axial deformation in mm of the outer posts when the axial stresses reached the allowable compressive stress of 20 MPa. (2 decimals)
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. Determine the axial deformation in mm of the outer posts when the axial stresses reached the allowable compressive stress of 20 MPa. (2 decimals)
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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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.
Determine the axial deformation in mm of the outer posts when the axial stresses
reached the allowable compressive stress of 20 MPa. (2 decimals)
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