Using the alternate design method, design (the dimension) of a 4m simply supported rectangular beam for flexure, when it will be subjected to a 25 kN/m dead load, excluding its own weight, and a live load of 30 kN/m, under the following conditions: concrete unit weight, Yc = 23.5 kN/m^3 fc' = 28 MPa fy = 420 MPa If db = 32 mm is used, how many bars are needed for its reinforcement?
Using the alternate design method, design (the dimension) of a 4m simply supported rectangular beam for flexure, when it will be subjected to a 25 kN/m dead load, excluding its own weight, and a live load of 30 kN/m, under the following conditions: concrete unit weight, Yc = 23.5 kN/m^3 fc' = 28 MPa fy = 420 MPa If db = 32 mm is used, how many bars are needed for its reinforcement?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using the alternate design method, design (the dimension) of a 4m simply supported rectangular beam for flexure, when it will be subjected to a 25 kN/m dead load, excluding its own weight, and a live load of 30 kN/m, under the following conditions:
concrete unit weight, Yc = 23.5 kN/m^3
fc' = 28 MPa
fy = 420 MPa
If db = 32 mm is used, how many bars are needed for its reinforcement?
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