A 6.5 m, rectangular cantilever beam with uniform load on entire span is to be designed as a Singly Reinforced Rectangular Beam using BIF Method with ds = 10 mm, db = 32 mm, fy = 420 MPa, f'c = 21 MPa, DL = 12 kN/m (including self-weight of the beam) and LL = 16 kN/m. Under NSCP 2015, use c=60%cb, b=0.55d, and strength reduction factor = 0.9 to Calculate the exact value of the total depth of the RC in mm
A 6.5 m, rectangular cantilever beam with uniform load on entire span is to be designed as a Singly Reinforced Rectangular Beam using BIF Method with ds = 10 mm, db = 32 mm, fy = 420 MPa, f'c = 21 MPa, DL = 12 kN/m (including self-weight of the beam) and LL = 16 kN/m. Under NSCP 2015, use c=60%cb, b=0.55d, and strength reduction factor = 0.9 to Calculate the exact value of the total depth of the RC in mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 6.5 m, rectangular cantilever beam with uniform load on entire span is to be designed as a Singly Reinforced Rectangular Beam using BIF Method with ds = 10 mm, db = 32 mm, fy = 420 MPa, f'c = 21 MPa, DL = 12 kN/m (including self-weight of the beam) and LL = 16 kN/m. Under NSCP 2015, use c=60%cb, b=0.55d, and strength reduction factor = 0.9 to Calculate the exact value of the total depth of the RC in mm.
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