342) In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

343) The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

344) Half of the main steel in a simply supported slab is bent up near the support at a distance of x from the center of slab bearing where x is equal to [where 1 is the span]

345) When shear stress exceeds the permissible limit in a slab, then it is reduced by

346) If the size of panel in a flat slab is 6m x 6m, then as per Indian Standard Code, the widths of column strip and middle strip are