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Reinforced Concrete Design - Sample Problem 4 (Design of Singly Reinforced Rectangular Beam)
Автор: Juders Tutorial
Загружено: 2025-03-08
Просмотров: 325
Описание:
Beam section is b = 300mm, h = 450 mm. Effective depth is 380 mm.
Compressive strength of concrete fc’ = 30 MPa, steel strength fy = 415 MPa.
The beam is simply supported on a span of 5m and carries the following loads:
Superimposed dead load = 16 kN/m
live load = 14 kN/m
U = 1.2D + 1.6L
a. What is the maximum moment at ultimate condition?
b. Find the number of 16mm dia. bars required if the design moment at ultimate load is 200 kN-m.
c. Find the number of 16mm dia. bars required if the ultimate concentrated load at the midspan is 50kN.
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