Assume the section has cracked and use the transformed-area method to compute the required parameters for the beam shown.Solve for:1.) The value of k from locating the neutral axis using Qtop=Qbot is2.) The value of j3.) The compressive stress on concrete in psi4.) the tensile stress on the tension bars in psi TABLE 1.1 Reinforcement Bar Sizes and AreasStandard Inch-Pound BarsSoft Metric BarsBar No.Diameter (in.)30.37540.5000.6250.7500.8751.0001.1281.2701.4101.6932.2575678910111418Bar No.1013161922252932364357Diameter (mm)9.512.715.919.122.225.428.732.335.843.057.3 1.5 k/ft (including beam weight)-24 ft4 #8-12 in.17 in.20 in.2 in.Kn = 10

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Assume the section has cracked and use the transformed-area method to compute the required parameters for the beam shown. Solve for: 1.) The value of k from locating the neutral axis using Qtop=Qbot is 2.) The value of j 3.) The compressive stress on concrete in psi 4.) the tensile stress on the tension bars in psi

Assume the section has cracked and use the transformed-area method to compute the required parameters for the beam shown. Solve for: 1.) The value of k from locating the neutral axis using Qtop=Qbot is 2.) The value of j 3.) The compressive stress on concrete in psi 4.) the tensile stress on the tension bars in psi

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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