A rectangular beam of 230 mm width and effective depth mm diameter. The grade of concrete is M 20, grade of steel is Fe 500. Given that for M20 grade of concrete, the ultimate shear strength = 450 mm, is reinforced with 4 bars of 12 Tue = 0.36 N/mm2 for steel percentage of p D 0.25, and 0.48 N/mm2 for steel percentage Tuc %3D p = 0.5. For a factored shear force of 45 kN, the diameter (mm) of Fe500 steel 2 legged stirrups to be used at spacing of 375 mm should be
A rectangular beam of 230 mm width and effective depth mm diameter. The grade of concrete is M 20, grade of steel is Fe 500. Given that for M20 grade of concrete, the ultimate shear strength = 450 mm, is reinforced with 4 bars of 12 Tue = 0.36 N/mm2 for steel percentage of p D 0.25, and 0.48 N/mm2 for steel percentage Tuc %3D p = 0.5. For a factored shear force of 45 kN, the diameter (mm) of Fe500 steel 2 legged stirrups to be used at spacing of 375 mm should be
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A rectangular beam of 230 mm width and effective
depth
mm diameter. The grade of concrete is M 20,
grade of steel is Fe 500. Given that for M20 grade
of concrete, the ultimate shear strength
= 450 mm, is reinforced with 4 bars of 12
Tue = 0.36 N/mm2 for steel percentage of p D
0.25, and
= 0.48 N/mm2 for steel percentage
Tuc
%3D
p = 0.5. For a factored shear force of 45 kN, the
diameter (mm) of Fe500 steel 2 legged stirrups to
be used at spacing of 375 mm should be](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb68cdf0d-839e-4816-be4b-79e7a374d102%2F0272e931-3646-4b3c-91a8-b31d3eb37075%2F383asxq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A rectangular beam of 230 mm width and effective
depth
mm diameter. The grade of concrete is M 20,
grade of steel is Fe 500. Given that for M20 grade
of concrete, the ultimate shear strength
= 450 mm, is reinforced with 4 bars of 12
Tue = 0.36 N/mm2 for steel percentage of p D
0.25, and
= 0.48 N/mm2 for steel percentage
Tuc
%3D
p = 0.5. For a factored shear force of 45 kN, the
diameter (mm) of Fe500 steel 2 legged stirrups to
be used at spacing of 375 mm should be
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