VideRime Staff asked 4 years ago
The span to depth ratio limit is specified in IS: 456-2000 for the reinforced concrete beam, in order to ensure that the
a)Shear failure is avoided
b)Tensile crack width is below a limit
c)Stress in the tension reinforcement is less than the
allowable value
d)Deflection of the beam is below a limiting value
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Deflection of the beam is below a limiting value