The member which is subjected to bending is called
Beam
Therefore, the member which is most characteristically and primarily subjected to bending and designed for it as a defining load case is the beam. The member primarily subjected to bending due to transverse loads is the beam.
If W is the load in a circular slab of radius R, the maximum radial moment at the center of the slab is
If the ratio of the span to the overall depth does not exceed 7, the stiffness of the beam will ordinarily be satisfactory in case of a
The maximum permissible size of aggregates to be used in casting the ribs of a slab is
The thickness of the topping of a ribbed slab, varies between
In order to satisfy the requirements of Fe500D steel for reinforcement purpose, the 0.2% proof stress (MPa) should be a minimum of: