A cantilever concrete beam has a span of 2.5m and is reinforced with 4-25mm diameter tension bars and has a width of 350mm and an effective depth of 600mm. The beam carries a uniform dead load of 75kN/m (including its own weight) and a live load of 50 kN/m. Assume fy = 414 MPa and f'c = 20.7 MPa. Using 10mm diameter stirrups, determine the required spacing at: a.) at critical section b.) 1.5m from the support. Use NSCP 2010 and Detailed Analysis. fy = 414 MPa f'c = 20.7 MPa
A cantilever concrete beam has a span of 2.5m and is reinforced with 4-25mm diameter tension bars and has a width of 350mm and an effective depth of 600mm. The beam carries a uniform dead load of 75kN/m (including its own weight) and a live load of 50 kN/m. Assume fy = 414 MPa and f'c = 20.7 MPa. Using 10mm diameter stirrups, determine the required spacing at: a.) at critical section b.) 1.5m from the support. Use NSCP 2010 and Detailed Analysis. fy = 414 MPa f'c = 20.7 MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve continuously.
Situation 1:
A cantilever concrete beam has a span of 2.5m and is reinforced with 4-25mm diameter tension bars and has a width of 350mm and an effective depth of 600mm. The beam carries a uniform dead load of 75kN/m (including its own weight) and a live load of 50 kN/m. Assume fy = 414 MPa and f'c = 20.7 MPa. Using 10mm diameter stirrups, determine the required spacing at:
a.) at critical section
b.) 1.5m from the support.
Use NSCP 2010 and Detailed Analysis.
fy = 414 MPa
f'c = 20.7 MPa
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