RCC Structures Design - Section 1 (2)

The amount of reinformcement for main bars in a slab, is based upon

The transverse reinforcements provided at right angles to the main reinforcement

Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

If the permissible compressive stress for a concrete in bending is C kg/m2, the modular ratio is