The service load bending moments actong on a rectangular beam 310 mm wide and 624 mm deep are 58.35 kN-m for dead load and 69.11 kN-m for live load. Use the following properties: f'c = 30.01 MPa fy = 414 MPa p= 0.81 pbal db = 20 mm (bar diameter) ds = 10 mm (strirrups diameter) Consider the stirrups used are spiral stirrups. Calculate the D/C ratio in percentage (%) for the particular beam.
The service load bending moments actong on a rectangular beam 310 mm wide and 624 mm deep are 58.35 kN-m for dead load and 69.11 kN-m for live load. Use the following properties: f'c = 30.01 MPa fy = 414 MPa p= 0.81 pbal db = 20 mm (bar diameter) ds = 10 mm (strirrups diameter) Consider the stirrups used are spiral stirrups. Calculate the D/C ratio in percentage (%) for the particular beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The service load bending moments actong on a rectangular beam 310 mm wide and 624 mm deep are 58.35 kN-m for dead load and 69.11 kN-m for live load. Use the following properties:
f'c = 30.01 MPa
fy = 414 MPa
p= 0.81 pbal
db = 20 mm (bar diameter)
ds = 10 mm (strirrups diameter)
Consider the stirrups used are spiral stirrups. Calculate the D/C ratio in percentage (%) for the particular beam.
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