Subject: Prestressed 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.%3D1220 mm-0.85 fc'80 aN.A.600d-a/2Aps60T=Aps fps250Find the nominal moment strength capacity of the beam. (kN.m)

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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 = 102 MPa, fpy 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 nominal 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 = 102 MPa, fpy 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 nominal moment strength capacity of the beam. (kN.m)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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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= 1713 MPa. Span of the beam is 6 m. %3! 1220 mm 0.85 fc 804 C NA 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 concrete'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 fse = 1102 MPa, fpy = 1713 MPa. Span of the beam is 6 m. 1220 mm 0.85 fc' 804 TC a NA. 600 d-a/2 Aps 60 T=Aps fps 250 Find the nominal moment strength capacity of the beam. (kN.m)