A prestressed T beam shown which is reinforced with a bonded tendon having an area Aps = 1580 mm?, fc' = 34.5 MPa, fpu = 1862 MPa, and the effective stress after losses fse = 1102 MPa, fpy = %3D %3D %3D %3D 1713 MPa. Span of the beam is 6 m. 1220 mm 0.85 fc' 80 a N.A. 600 d-a/2 Aps 60 T=Aps fps 250 Find the ultimate moment strength capacity of the beam. (kN.m)

A prestressed T beam shown which is reinforced with a bonded tendon having an area Aps = 1580 mm?, fc' = 34.5 MPa, fpu = 1862 MPa, and the effective stress after losses fse = 1102 MPa, fpy = %3D %3D %3D %3D 1713 MPa. Span of the beam is 6 m. 1220 mm 0.85 fc' 80 a N.A. 600 d-a/2 Aps 60 T=Aps fps 250 Find the ultimate moment strength capacity of the beam. (kN.m)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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