Q. Dimensions of a beam need be changed if the shear stress is more than

View solution

Q. The thickness of base slab of a retaining wall generally provided, is

View solution

Q. For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

View solution

Q. If T and R are tread and rise respectively of a stair, then

View solution

Q. In a prestressed beam carrying an external load W with a bent tendon is having angle of inclination θ and prestressed load P. The net downward load at the centre is

View solution

Q. The effective width of a column strip of a flat slab, is

View solution

Q. High strength concrete is used in prestressed member

View solution

Q. In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

View solution

Q. The maximum area of tension reinforcement in beams shall not exceed

View solution

Q. As per I.S. 456 - 1978, the pH value of water shall be

View solution

Q. The minimum number of main steel bars provided in R.C.C.

View solution

Q. Post tensioning system

View solution

Q. An R.C.C. column is treated as long if its slenderness ratio is greater than

View solution

Q. The width of the flange of a T-beam should be less than

View solution

Q. A prestressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

View solution

Q. Pick up the correct statement from the following:

View solution

Q. Cantilever retaining walls can safely be used for a height not more than

View solution

Q. Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

View solution

Q. In a singly reinforced beam, the effective depth is measured from its compression edge to

View solution

Q. If a rectangular prestressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

View solution