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Civil Engineering · all questions

RCC Structures Design
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If the average bending stress is 6 kg/cm2 for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

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A pre-stressed concrete member is preferred because

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If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

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If jd is the lever arm and  is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

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The minimum head room over a stair must be

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For stairs spanning meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

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Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

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According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

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

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If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

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If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm2, the length of the beam having nominal reinforcement, is

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

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The minimum cube strength of concrete used for a pre-stressed member, is

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Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

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If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

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The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

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

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The shear reinforcement in R.C.C. is provided to resist

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In a combined footing if shear stress does not exceed 5 kg/cm2, the nominal stirrups provided are

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