Q. If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

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Q. An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 metres and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

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Q. If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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Q. An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40, 000 kg axially, the stress is

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Q. According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

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Q. Pick up the true statement from the following:

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Q. A pile of length L carrying a uniformly distributed load W per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

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Q. A pile of length L carrying a uniformly distributed load W per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

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Q. Distribution of shear intensity over a rectangular section of a beam, follows :

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Q. [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

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Q. Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

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Q. The maximum diameter of a bar used in a ribbed slab, is

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Q. Distribution reinforcement in a simply supported slab, is provided to distribute

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Q. To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

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Q. The thickness of the topping of a ribbed slab, varies between

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Q. To ensure uniform pressure distribution, the thickness of the foundation, is

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Q. The maximum ratio of span to depth of a cantilever slab, is

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Q. The horizontal portion of a step in a stairs case, is known as

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Q. The length of lap in tension reinforcement should not be less than the bar diameter x (actual tension / four times the permissible average bond stress) if it is more than

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Q. If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

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