Question Category: RCC

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Bending moment co-efficient and shear coefficient for continuous beams of uniform cross-section as per IS:456 (table 12 and 13) may be used only when spans do not differ to the longest span by
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Minimum percentage of tension steel in RCC beam for Fe500 steel is
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According to IS 456:2000, the maximum depth of stress block for balanced section of beam of effective depth d using steel with fy = 250, is given by
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According to IS 456-2000 side-face reinforcement should be provided when depth of web of a beam exceeds
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Maximum spacing of side face reinforcement of beam having depth of web more than 750mm is
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A simply supported beam is considered as a deep beam if the ratio of effective span to overall depth is less than:
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For the deflection of simply supported beam to be within permissible limits, the ratio of its span to effective depth should not exceed:
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Minimum spacing between horizontal parallel reinforcements of different sizes should not be less than
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If d and n are the effective depth and depth of neutral axis respectively of singly reinforced beam, the lever arm of the beam is
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In a cantilever beam, main reinforcement is provided
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