Civil Engineering :: Structural Design Specifications
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The value of fbct in the formula
for calculating the thickness of a Rectangular base, according to IS : 800-1982, is -
The slenderness ratio of single angle discontinuous struts conmected by a single rivet or bolt, shall not exceed
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In adverse circumtances, the reinforced concrete member immersed in sea water or subjected to sea spray, the maximum permissible cover for the reinforcing bars, should not exceed
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If a column is subjected to dead load and super imposed load only, the maximum ratio
should not be greater than -
If the dimensions of a rectangular section of a short column are 15 cm x 20 cm, its unsupported length should be restricted to
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The designed transverse shear in lacing is assumed as
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For the stability of a structural part, the weight or anchorage should be
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The creep coefficient i.e. the ratio of ultimate creep and elastic strain after
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For rolled I-beams and channels, permissible tensile and compressive stresses does not exceed
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In compression members, the lap length of a bar should not be less than
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