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ly- f= 6,000 psi • As = 7.07 in? • b = 16 in • d= 30 in a) Compute the depth of the compressive stress ble ) Calculate the actual percentage of reinforcemen :) Determine the moment capacity (M) in kip ft. Hir

ly- f= 6,000 psi • As = 7.07 in? • b = 16 in • d= 30 in a) Compute the depth of the compressive stress ble ) Calculate the actual percentage of reinforcemen :) Determine the moment capacity (M) in kip ft. Hir

Structural Analysis
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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For part A: I got 5.20 in

For part B: I got 0.0147 or 1.47%

For part C:

Please compute the R value: R=ρfy(1-a/2d)

Then compute the Mt value: Mt=Rbd^2

Please show how to get units in kip ft

1. A reinforced concrete beam has the following properties: • fy= 60 ksi • f= 6,000 psi • Aş = 7.07 in? • b = 16 in • d = 30 in a) Compute the depth of the compressive stress block (a) b) Calculate the actual percentage of reinforcement (p). c) Determine the moment capacity (M) in kip ft. Hint: you will have to compute R value.
Transcribed Image Text:1. A reinforced concrete beam has the following properties: • fy= 60 ksi • f= 6,000 psi • Aş = 7.07 in? • b = 16 in • d = 30 in a) Compute the depth of the compressive stress block (a) b) Calculate the actual percentage of reinforcement (p). c) Determine the moment capacity (M) in kip ft. Hint: you will have to compute R value.
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