Civil Engineering :: Structural Design Specifications
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For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to
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The minimum pitch i.e., the distance between centres of rivet holes is not less than
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Dispersion of load through the flange to web is considered as dispersed uniformly at an angle θ° is
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The grade of concrete generally not used in the reinforced concrete, is
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The outstand of stiffeners should be (where t is the thickness of flat).
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For the plain reinforcing bars in compression, the permissible design bond stress in tension, is increased by
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The cover to the main reinforced may be reduced up to one third of the specified cover but not less than
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The maximum compressive strength on 15 cm cubes of M 20 grade concrete at 7 days, should be a minimum of
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The reduced level of third floor of a building near a column is 205.350 m. The reduced levels of the undersides of four beams supporting the fourth floor framing into the column mutually perpendicular are 208.350 m, 208.450 m, 208.500 m and 208.550 m. The supported length of the column is
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The distance between, rivet line and the nearest edge of a joint not exposed to weather, is taken (where t is thickness in mm of the thinner outside plate).
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