300 mm x 500 mm simply supported rectangular beam has a span of 4.50 M. Concrete cover is 50 mm. It carries a uniformly distributed Dead Load of 15 Kn/M (incl. its own weight) and a Live Load of 10 Kn/M. fc’ = 24.15 MPa; fy = 275 MPa. a. Find the maximum factored moment of the beam. b. Determine the required tension steel area. c. Find the no. of pcs if 25mmØ is to be used.
300 mm x 500 mm simply supported rectangular beam has a span of 4.50 M. Concrete cover is 50 mm. It carries a uniformly distributed Dead Load of 15 Kn/M (incl. its own weight) and a Live Load of 10 Kn/M. fc’ = 24.15 MPa; fy = 275 MPa. a. Find the maximum factored moment of the beam. b. Determine the required tension steel area. c. Find the no. of pcs if 25mmØ is to be used.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 300 mm x 500 mm simply supported rectangular beam has a span of 4.50 M. Concrete cover is 50 mm. It carries a uniformly distributed Dead Load of 15 Kn/M (incl. its own weight) and a Live Load of 10 Kn/M. fc’ = 24.15 MPa; fy = 275 MPa.
a. Find the maximum factored moment of the beam.
b. Determine the required tension steel area.
c. Find the no. of pcs if 25mmØ is to be used.
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