Subject: Pre-stressed Concrete Design (Civil Engineering)Note: NSCP (2015) A prestressed T beam shown which is reinforced with a bonded tendon having an areaAps = 1580 mm2, fc' = 34.5 MPa, fpu = 1862 MPa, and the effective stress after lossesfse = 1102 MPa, fpy = 1713 MPa. Span of the beam is 6 m.%3D%3D%3D%3D-1220 mm-(0.85 fc'80 aN.A.600d-a/2Aps60T=Aps fps250Find the live load that can be carry by the beam using USD load combination if theconcrete's specific gravity is 2.4. (kN/m)

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A prestressed T beam shown which is reinforced with a bonded tendon having an area Aps = 1580 mm2, fc' = 34.5 MPa, fpu = 1862 MPa, and the effective stress after losses %3D %3D fse = 1102 MPa, fpy = 1713 MPa. Span of the beam is 6 m. %3D 1220 mm 0.85 fc' C 80 a N.A.- 600 d-a/2 Aps 60 T=Aps fps 250 Find the live load that can be carry by the beam using USD load combination if the concrete's specific gravity is 2.4. (kN/m)

A prestressed T beam shown which is reinforced with a bonded tendon having an area Aps = 1580 mm2, fc' = 34.5 MPa, fpu = 1862 MPa, and the effective stress after losses %3D %3D fse = 1102 MPa, fpy = 1713 MPa. Span of the beam is 6 m. %3D 1220 mm 0.85 fc' C 80 a N.A.- 600 d-a/2 Aps 60 T=Aps fps 250 Find the live load that can be carry by the beam using USD load combination if the concrete's specific gravity is 2.4. (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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Question

Subject: Pre-stressed Concrete Design (Civil Engineering)

Note: NSCP (2015)

A prestressed T beam shown which is reinforced with a bonded tendon having an area
Aps = 1580 mm2, 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.
%3D
%3D
%3D
%3D
-1220 mm-
(0.85 fc'
80 a
N.A.
600
d-a/2
Aps
60
T=Aps fps
250
Find the live load that can be carry by the beam using USD load combination if the
concrete's specific gravity is 2.4. (kN/m)

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