Design the spacing of a 10mm U-stirrups for a 6m simple supported beam. The beam is carrying a uniform service dead load (including its own weight) of 45 kN/m and a uniform service live load of 64 kN/m. The beam has a base of 380mm and an effective depth of 575 mm. Use f'c = 28 MPa and fye = 275 MPa.
Design the spacing of a 10mm U-stirrups for a 6m simple supported beam. The beam is carrying a uniform service dead load (including its own weight) of 45 kN/m and a uniform service live load of 64 kN/m. The beam has a base of 380mm and an effective depth of 575 mm. Use f'c = 28 MPa and fye = 275 MPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Design the spacing of a 10mm U-stirrups for a 6m simple supported beam. The beam is carrying a uniform service dead
load (including its own weight) of 45 kN/m and a uniform service live load of 64 kN/m. The beam has a base of 380mm
and an effective depth of 575 mm. Use f'c = 28 MPa and fy = 275 MPa.

Transcribed Image Text:Determine the shear that the concrete alone can carry.
Ans.: OV c=Blank 1 kN
Blank 1 Add your answer
Question 8
Determine the shear that the shear reinforcement alone will carr
Ans.: Vs = Blank 1 kN.
Blank 1 Add your answer
Question 9
Determine the theoretical spacing of the stirrups.
Ans.: Blank 1 mm
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