Q. The grade of plain concrete to be used in sea water or structures exposed to sea water, should be

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Q. In case of continuous beams, the distance between the points of zero moment, may be obtained as (where l is the effective span).

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

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

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

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Q. The designed transverse shear in lacing is assumed as

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

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

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

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

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Q. The thickness of the steel

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Q. Bending moment values for filler joists

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

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

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

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Q. All reinforcement should be free from

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

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Q. Pick up the correct statement from the following:

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

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

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