design of singly reinforced concrete beam Design the reinforcement of the section shown. For concrete, fc’ = 28 MPa for steel, fy = 414 MPa. WD = 6 kN/m (including beam weight) WL = 8 kN/m b=200mm d=400mm length of beam= 5m Use NSCP 2015 specifications. Complete assumptions and details. Step by step. No shortcuts.
design of singly reinforced concrete beam Design the reinforcement of the section shown. For concrete, fc’ = 28 MPa for steel, fy = 414 MPa. WD = 6 kN/m (including beam weight) WL = 8 kN/m b=200mm d=400mm length of beam= 5m Use NSCP 2015 specifications. Complete assumptions and details. Step by step. No shortcuts.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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design of singly reinforced concrete beam
Design the reinforcement of the section shown.
For concrete, fc’ = 28 MPa
for steel, fy = 414 MPa.
WD = 6 kN/m (including beam weight)
WL = 8 kN/m
b=200mm
d=400mm
length of beam= 5m
Use NSCP 2015 specifications. Complete assumptions and details. Step by step. No shortcuts.
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