1. A beam with width b = 300 mm and depth d = 600 mm is to be prestressed. Considering a 15% pre stress loss, compute the value of the final prestressing force P and eccentricity e. a) if the compressive stress is 21 MPa b) if the compressive stress at the bottom fiber is 12 MPa and the tensile stress at the top fiber is 2 MPa. c) if the compressive stress at the top fiber is 16 MPa and zero at the bottom fibers.
1. A beam with width b = 300 mm and depth d = 600 mm is to be prestressed. Considering a 15% pre stress loss, compute the value of the final prestressing force P and eccentricity e. a) if the compressive stress is 21 MPa b) if the compressive stress at the bottom fiber is 12 MPa and the tensile stress at the top fiber is 2 MPa. c) if the compressive stress at the top fiber is 16 MPa and zero at the bottom fibers.
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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Question
1. A beam with width b = 300 mm and depth d = 600 mm is to be prestressed. Considering a 15%
pre stress loss, compute the value of the final prestressing force P and eccentricity e.
a) if the compressive stress is 21 MPa
b) if the compressive stress at the bottom fiber is 12 MPa and the tensile stress at the top fiber is 2
MPa.
c) if the compressive stress at the top fiber is 16 MPa and zero at the bottom fibers.
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