EXAMIANS
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at
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According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is
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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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The number of treads in a flight is equal to
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The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept
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A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is
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If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, 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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Piles are usually driven by
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In a beam the local bond stress Sb, is equal to
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