Design main reinforcement and shear reinforcement for beam carrying total design load including self-weight 70 kN/m, considering rectangular cross section having width (b) 200 mm, and total height of beam (h) 300 mm, concrete cover 40 mm, concrete grade 30, fy = 460 N/mm2.
Design main reinforcement and shear reinforcement for beam carrying total design load including self-weight 70 kN/m, considering rectangular cross section having width (b) 200 mm, and total height of beam (h) 300 mm, concrete cover 40 mm, concrete grade 30, fy = 460 N/mm2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design main reinforcement and shear reinforcement for beam carrying total design load including self-weight 70 kN/m, considering rectangular cross section having width (b) 200 mm, and total height of beam (h) 300 mm, concrete cover 40 mm, concrete grade 30, fy = 460 N/mm2.
Assume:
Diameter of tension bar 25 mm
Diameter of compression bar 16 mm, if required
Diameter of shear link 10 mm
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