1. The web has a width of 350 mm and the slab thickness is 100 mm. The beam has a span of 16.5 feetand spaced at 6.5 feet center to center of the beam. A reinforced concrete T-beam has an effectivedepth of 500 mm and has a reinforcement bar of 8 - #7 bar size at the bottom. Yield stress of steel isFy = 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 compression block.c. Determine the ultimate moment capacity of the beam.

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1. The web has a width of 350 mm and the slab thickness and spaced at 6.5 feet center to center of the beam. A depth of 500 mm and has a reinforcement bar of 8 # 7 Fy= 280 MPa. Concrete has a strength of fc = 20.7 M a. Determine the effective width of the flange. b. Determine the depth of compression block. c. Determine the ultimate moment capacity of the

1. The web has a width of 350 mm and the slab thickness and spaced at 6.5 feet center to center of the beam. A depth of 500 mm and has a reinforcement bar of 8 # 7 Fy= 280 MPa. Concrete has a strength of fc = 20.7 M a. Determine the effective width of the flange. b. Determine the depth of compression block. c. Determine the ultimate moment capacity of the

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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