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 Pis 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 axial deformation in mm of the outer posts when the gap was just closed? (4 decimals)

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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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 axial deformation in mm of 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 axial deformation in mm of the outer posts when the gap was just closed? (4 decimals)
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