Problem 2.7 A reinforced concrete beam has the following data. Beam width, b= 300 mm Effective depth, d=600 mm Compression steel cover, d' = 60 mm Concrete strength, fc=27.5 MPa Steel Strength, fy = 415 MPa a) Find the flexural strength of a singly-reinforced section if the extreme tension steel reached a strain of 0.005. b) Find the number of pieces of 28 mm diameter flexural steel for a singly-reinforced section if the extreme tension steel reached a strain of 0.005. c) Find the mumber of 28 mm diameter tension reinforcements if the section is to resist a factored design load of 660 kN-m d) If 2-28 mm diameter bars are added as compression steel, determine the maximum number of pieces required for the tension reinforcements. Assume the compression steel yielded and ignore displaced concrete.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 2.7
A reinforced concrete beam has the following data.
Beam width, b 300 mm
Effective depth, d= 600 mm
Compression steel cover, d' = 60 mm
Concrete strength, fc=27.5 MPa
Steel Strength fy = 415 MPa
a) Find the flexural strength of a singly-reinforced section if the extreme tension steel reached a strain of 0.005.
b) Find the number of pieces of 28 mm diameter flexural steel for a singly-reinforced section if the extreme
tension steel reached a strain of 0.005.
c) Find the mumber of 28 mm diameter tension reinforcements if the section is to resist a factored design load of
660 kN-m
d) If 2-28 mm diameter bars are added as compression steel, detemine the maximum number of pieces required
for the tension reinforcements. Assume the compression steel yielded and ignore displaced concrete.
Transcribed Image Text:Problem 2.7 A reinforced concrete beam has the following data. Beam width, b 300 mm Effective depth, d= 600 mm Compression steel cover, d' = 60 mm Concrete strength, fc=27.5 MPa Steel Strength fy = 415 MPa a) Find the flexural strength of a singly-reinforced section if the extreme tension steel reached a strain of 0.005. b) Find the number of pieces of 28 mm diameter flexural steel for a singly-reinforced section if the extreme tension steel reached a strain of 0.005. c) Find the mumber of 28 mm diameter tension reinforcements if the section is to resist a factored design load of 660 kN-m d) If 2-28 mm diameter bars are added as compression steel, detemine the maximum number of pieces required for the tension reinforcements. Assume the compression steel yielded and ignore displaced concrete.
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