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continuous beam ABCD (AB=BC=CD= 10 m) supports a uniformly distributed live load of q kN/m. The beam has a rectangular section with a width of 300 mm and overall depth 600 mm throughout. It is prestressed by a concordant cable located 100 mm from the soffit at mid-span points and from the top of the beam at supports B and C. The cross-sectional area of the cable is 600 mm². The ultimate strength of the cable and concrete is 1600 N/mm² and 40 N/mm² respectively. If the (M₂+4) A Prestressed Concrete Qu B Mu Fig. 15.18 Two-Span Continuous Beam with Concentrated Loads density of concrete is 24 kN/m³, estimate the magnitude of the live load supported by the beam at the limit state of collapse, assuming, (a) elastic distribution of moments, and (b) full redistribution of moments.

continuous beam ABCD (AB=BC=CD= 10 m) supports a uniformly distributed live load of q kN/m. The beam has a rectangular section with a width of 300 mm and overall depth 600 mm throughout. It is prestressed by a concordant cable located 100 mm from the soffit at mid-span points and from the top of the beam at supports B and C. The cross-sectional area of the cable is 600 mm². The ultimate strength of the cable and concrete is 1600 N/mm² and 40 N/mm² respectively. If the (M₂+4) A Prestressed Concrete Qu B Mu Fig. 15.18 Two-Span Continuous Beam with Concentrated Loads density of concrete is 24 kN/m³, estimate the magnitude of the live load supported by the beam at the limit state of collapse, assuming, (a) elastic distribution of moments, and (b) full redistribution of moments.

Applications and Investigations in Earth Science (9th Edition)
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
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continuous beam ABCD (AB=BC=CD = 10 m) supports a uniformly distributed live load of q kN/m. The beam has a rectangular section with a width of 300 mm and overall depth 600 mm throughout. It is prestressed by a concordant cable located 100 mm from the soffit at mid-span points and from the top of the beam at supports B and C. The cross-sectional area of the cable is 600 mm². The ultimate strength of the cable and concrete is 1600 N/mm² and 40 N/mm² respectively. If the (M₂+24) ↓ Prestressed Concrete Qu -Muz Ав (a) elastic distribution of moments, and (b) full redistribution of moments. -Mu + L Fig. 15.18 Two-Span Continuous Beam with Concentrated Loads density of concrete is 24 kN/m³, estimate the magnitude of the live load supported by the beam at the limit state of collapse, assuming,
Transcribed Image Text:continuous beam ABCD (AB=BC=CD = 10 m) supports a uniformly distributed live load of q kN/m. The beam has a rectangular section with a width of 300 mm and overall depth 600 mm throughout. It is prestressed by a concordant cable located 100 mm from the soffit at mid-span points and from the top of the beam at supports B and C. The cross-sectional area of the cable is 600 mm². The ultimate strength of the cable and concrete is 1600 N/mm² and 40 N/mm² respectively. If the (M₂+24) ↓ Prestressed Concrete Qu -Muz Ав (a) elastic distribution of moments, and (b) full redistribution of moments. -Mu + L Fig. 15.18 Two-Span Continuous Beam with Concentrated Loads density of concrete is 24 kN/m³, estimate the magnitude of the live load supported by the beam at the limit state of collapse, assuming,
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