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' |80루 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 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' |80루 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 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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