A prestressed T beam shown which is reinforced with abonded tendon having an area Aps = 1580 mm2, fc' = 34.5MPa, fpu = 1862 MPa, and the effective stress after lossesfse = 1102 MPa, fpy = 1713 MPa. Span of the beam is 6 m.0.85 fc'80 C-1220 mm-N.A.600d-a/2Aps60T=Aps fps250Find the live load that can be carry by the beam using USDload 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' |80부 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 fse = 1102 MPa, fpy = 1713 MPa. Span of the beam is 6 m. -1220 mm- 0.85 fc' |80부 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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Concept explainers

Applications of Concrete Framing Systems

A concrete frame is a structure formed by the interconnection of beams and columns to form a structural network. In simple terms, it is the basic skeletal structure of a building or any construction. The concrete framing structure is built on a concrete foundation that forms the base of the entire structure. The concrete frame system is built to support floors, roofs, walls, beams, rafters, joists, etc.

Question

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.
0.85 fc'
80 C
-1220 mm-
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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