A rectangular beam of width 375 mm is reinforced with 3-32 mm bars at the bottom in a single layer. The centroid of these bars is 550 mm from extreme compression fiber. Use f’c = 27 MPa, fy = 420 MPa, NSCP 2015 provisions, and the DERIVED EQUATION Method. Calculate the Design Strength of the beam in MPa.

A rectangular beam of width 375 mm is reinforced with 3-32 mm bars at the bottom in a single layer. The centroid of these bars is 550 mm from extreme compression fiber. Use f’c = 27 MPa, fy = 420 MPa, NSCP 2015 provisions, and the DERIVED EQUATION Method. Calculate the Design Strength of the beam in MPa.

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter12: Composite Materials

Section: Chapter Questions

Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.

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