1. The web has a width of 350 mm and the slab thickness is 100 mm. The beam has a span of 16.5 feet and spaced at 6.5 feet center to center of the beam. A reinforced concrete T-beam has an effective depth of 500 mm and has a reinforcement bar of 8 - #7 bar size at the bottom. Yield stress of steel is Fy = 280 MPa. Concrete has a strength of f c= 20.7 MPa. Assume steel covering of 40 mm. ww a. Determine the effective width of the flange. b. Determine the depth of compression block. c. Determine the ultimate moment capacity of the beam.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. The web has a width of 350 mm and the slab thickness is 100 mm. The beam has a span of l6.5 feet
and spaced at 6.5 feet center to center of the beam. A reinforced concrete T-beam has an effective
depth of 500 mm and has a reinforcement bar of 8 - #7 bar size at the bottom. Yield stress of steel is
Fy = 280 MPa. Concrete has a strength of f c = 20.7 MPa Assume steel covering of 40 mm.
a. Determine the effective width of the flange.
b. Determine the depth of compres sion block.
c. Determine the ultimate moment capacity of the beam.
Transcribed Image Text:1. The web has a width of 350 mm and the slab thickness is 100 mm. The beam has a span of l6.5 feet and spaced at 6.5 feet center to center of the beam. A reinforced concrete T-beam has an effective depth of 500 mm and has a reinforcement bar of 8 - #7 bar size at the bottom. Yield stress of steel is Fy = 280 MPa. Concrete has a strength of f c = 20.7 MPa Assume steel covering of 40 mm. a. Determine the effective width of the flange. b. Determine the depth of compres sion block. c. Determine the ultimate moment capacity of the beam.
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