Use NSCP 2015. Problems: 1.) A floor system consists of a 100mm concrete slab supported by continuous T-beams with 9 m spans, 1.2m o.c. Web dimensions, as determined by negative-moment requirements, are bw 280 mm, and d = 500 mm. Concrete cover is 70mm from the centroid of the bars. The beam is subjected to a maximum positive factored moment of 1080 kN-m. Use f'c 21 MPa and fy = 415 MPa. Calculate the required tension steel area at the point of maximum positive moment.

Use NSCP 2015. Problems: 1.) A floor system consists of a 100mm concrete slab supported by continuous T-beams with 9 m spans, 1.2m o.c. Web dimensions, as determined by negative-moment requirements, are bw 280 mm, and d = 500 mm. Concrete cover is 70mm from the centroid of the bars. The beam is subjected to a maximum positive factored moment of 1080 kN-m. Use f'c 21 MPa and fy = 415 MPa. Calculate the required tension steel area at the point of maximum positive moment.

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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