Question Category: RCC

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The span to depth ratio limit is specified in IS: 456-2000 for the reinforced concrete beams. In order to ensure that the
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A simply supported beam carrying uniformly distributed load will be safe in deflection if the ratio of its span and depth is
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The thickness of the flange of T-beam of a ribbed slab is assumed as
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A T-beam behaves as a rectangular beam of a width equals to its flange if its neutral axis
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In a singly reinforced beam, if the stress in concrete reaches its allowable limit earlier than the steel reaches its permissible limit, the beam section is called
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Spacing of stirrups in a rectangular beam is
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Side face reinforcement shall be provided in the reinforced concrete beam when depth of web in the beam exceeds:
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If the modular ratio is ‘m’, stress ratio in steel and concrete is ‘r’, and then the critical neutral axis constant ‘k’ is given by
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As per IS:456, the effective length of cantilever beam shall be taken as:
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Minimum percentage of tension steel in an RCC beam for Fe500 steel is
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