Q. The reinforcing bars in beams are not bundled in contact if the diameter of the bars, exceeds

View solution

Q. For the reinforced concrete member totally immersed in sea water, the normal cover provided for the reinforcing bars is further increased by

View solution

Q. The effective and actual lengths of a cantilever are same if continuous at the support,

View solution

Q. The designed transverse shear in lacing is assumed as

View solution

Q. For the stability of a structural part, the weight or anchorage should be

View solution

Q. The creep coefficient i.e. the ratio of ultimate creep and elastic strain after

View solution

Q. For rolled I-beams and channels, permissible tensile and compressive stresses does not exceed

View solution

Q. In compression members, the lap length of a bar should not be less than

View solution

Q. The thickness of the steel

View solution

Q. Bending moment values for filler joists

View solution

Q. The anchorage value of standard U-type hook of a reinforcing bar of diameter d in tension, is

View solution

Q. A simply supported beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is

View solution

Q. For concreting of heavily reinforced sections without vibration, the workability of concrete should be

View solution

Q. All reinforcement should be free from

View solution

Q. The permissible bending stresses Pbet for steel slab bases should not exceed

View solution

Q. Pick up the correct statement from the following:

View solution

Q. For nominal mix concrete M 15, the required weight of fine and coarse aggregates is 350 kg and the volume of water is

View solution

Q. The maximum characteristic strength of the stirrups reinforcement, is taken

View solution

Q. Pick up the correct statement from the following:

View solution

Q. The minimum diameter of longitudinal reinforcement of a column should not be less than

View solution