A beam from the exterior balcony of a house has a base of 300 mm and a height of 500 mm reinforced with 6-Ø16mm bars for tension and Ø12mm. Determine the following (f'c=20.7 MPa and fy= 415 MPa) using all the NSCP provisions and if the bars is found out to be in two-layers rebars may be unequally distributed on each layer: a. Depth of Tension zone b. Actual Tension Steel Stress c. The net tensile strain d. The ultimate moment capacity of the beam
A beam from the exterior balcony of a house has a base of 300 mm and a height of 500 mm reinforced with 6-Ø16mm bars for tension and Ø12mm. Determine the following (f'c=20.7 MPa and fy= 415 MPa) using all the NSCP provisions and if the bars is found out to be in two-layers rebars may be unequally distributed on each layer: a. Depth of Tension zone b. Actual Tension Steel Stress c. The net tensile strain d. The ultimate moment capacity of the beam
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter1: Introduction
Section: Chapter Questions
Problem 1.5.3P: A tensile test was performed on a metal specimen having a circular cross section with a diameter 0....
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DESIGN OF SINGLY REINFORCED BEAM
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