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Design a typical interior tension-reinforced T beam to resist positive moment. A cross section of the floor system is shown. The service loads are 2.5 kPa dead load (this does not include the weight of the beam and slab) and 15.5 kPa live load. The beam is on a simple span of 5.4 m. Use Ycomerete = 24 MPa with f. = 27.6 MPa, D28 tension reinforcement with f, = 420 MPa and D10 stirrups. Concrete cover = 40 mm. 100 mm 375 mm 2.4 m (typical)-

Design a typical interior tension-reinforced T beam to resist positive moment. A cross section of the floor system is shown. The service loads are 2.5 kPa dead load (this does not include the weight of the beam and slab) and 15.5 kPa live load. The beam is on a simple span of 5.4 m. Use Ycomerete = 24 MPa with f. = 27.6 MPa, D28 tension reinforcement with f, = 420 MPa and D10 stirrups. Concrete cover = 40 mm. 100 mm 375 mm 2.4 m (typical)-

Structural Analysis
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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Design a typical interior tension-reinforced T beam to resist positive moment. A cross section of the floor system is shown. The service loads are 2.5 kPa dead load (this does not include the weight of the beam and slab) and 15.5 kPa live load. The beam is on a simple span of 5.4 m. Use Yooncrete = 24 MPa with f = 27.6 MPa , D28 tension reinforcement with f, = 420 MPa and D10 stirrups. Concrete cover = 40 mm. 100 mm 375 mm 2.4 m (typical)-
Transcribed Image Text:Design a typical interior tension-reinforced T beam to resist positive moment. A cross section of the floor system is shown. The service loads are 2.5 kPa dead load (this does not include the weight of the beam and slab) and 15.5 kPa live load. The beam is on a simple span of 5.4 m. Use Yooncrete = 24 MPa with f = 27.6 MPa , D28 tension reinforcement with f, = 420 MPa and D10 stirrups. Concrete cover = 40 mm. 100 mm 375 mm 2.4 m (typical)-
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