A prestressed T beam shown which is reinforced with a bonded tendon having an area Aps = 1580mm?, fc' = 34.5 MPa, fpu = 1862 MPa, and the effective stress after losses fse = 1102 MPa, fpy=1713 MPa. Span of the beam is 6 m.%3!1220 mm0.85 fc804 CNA600d-a/2Aps60T=Ape fps250Find the live load that can be carry by the beam using USD load combination if the concrete'sspecific gravity is 2.4. (kN/m)

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prestressed T beam shown which is reinforced with à dl. n, fc' = 34.5 MPa, fpu = 1862 MPa, and the effective stress after losses fse = 1102 MPa, 1 13 MPa. Span of the beam is 6 m. 1220 mm 0.85 fc 600 d-a/2 Aps 60 T=Ape fps 250 Find the live load that can be carry by the beam using USD load combination if the concretes

prestressed T beam shown which is reinforced with à dl. n, fc' = 34.5 MPa, fpu = 1862 MPa, and the effective stress after losses fse = 1102 MPa, 1 13 MPa. Span of the beam is 6 m. 1220 mm 0.85 fc 600 d-a/2 Aps 60 T=Ape fps 250 Find the live load that can be carry by the beam using USD load combination if the concretes

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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