The beam shown is prestressed using a bonded (stress relieved tendons) with a specified tensilestrength of prestressing tendons fpu = 1350 MPa, and fc' = 35 MPa. The area of prestressedreinforcement in tension zone Aps = 1000 mm2. The specified yield strength of prestressing%3D%3Dtendons fpy = 1160 MPa. Which of the following gives the ultimate moment capacity of the%3Dprestressed beam. (kN-m)0.85fc'a430N.A.(d-a/2)A=1000%3D1000T=Ap, ps250

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Answered: e ultimate moment capacity of the

Engineering

Civil Engineering

e ultimate moment capacity of the

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter6: Introduction To Mechanical Properties

Section: Chapter Questions

Problem 6.3P: Compare the engineering and true secant elastic moduli for the natural rubber in Example Problem 6.2...

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