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The factored load at the limit state of collapse for DL + LL, DL + WL and DL + LL + WL combinations, according to IS: 456-2000 are respectively.
OpenVideRime asked 4 years ago • ,
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In limit state of collapse against flexure, the maximum strain in tension reinforcement at failure shall not be less than
OpenVideRime asked 4 years ago • ,
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Shear reinforcement is provided in the form of
OpenVideRime asked 4 years ago • ,
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A reinforced concrete beam, supported on columns are ends, has a clear span 5m and 0.5m effective depth. It carries a total uniformly distributed load 100 kN/m. The design shear force for the beam is
OpenVideRime asked 4 years ago • ,
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Diagonal tension reinforcement is provided as
OpenVideRime asked 4 years ago • ,
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Shrinkage in a concrete slab
OpenVideRime asked 4 years ago • ,
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The shear capacity of an RCC beam without shear reinforcement is 𝜏cbd 𝜏vbd (𝜏v – 𝜏c)bd 𝜏cmaxbd
OpenVideRime asked 4 years ago • ,
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A reinforced concrete beam, supported on columns are ends, has a clear span 5m and 0.5m effective depth. It carries a total uniformly distributed load 100 kN/m. The design shear force for the beam is
OpenVideRime asked 4 years ago • ,
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The shear span is defined as the zone where:
OpenVideRime asked 4 years ago • ,
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As per IS 456: 2000, using working stress method, the modular ratio of M25 grade of concrete for permissible compressive strength due to bending in concrete σcbc = 8.5 MPa is
OpenVideRime asked 4 years ago • ,
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