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For wall column and vertical faces of all the structural members, the form work is generally removed after
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Minimum thickness of load bearing RCC wall should be
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The load factor for live load and dead load are
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Permissible compressive strength of M20 concrete grade is
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The partial safety factor for concrete is
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The partial safety factor for concrete is
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In the case of working stress method of design, the design load is
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The modular ratio m is given by
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For reinforced concrete members totally immersed in sea water, the additional cover thickness recommended by the code is
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The term ‘Characteristic load’ means that load which has a probability of not being exceeded, during the life of the structure is equal to
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