456: 2000:The maximum horizontal distance between parallel MAIN reinforcement bars in tension shall not be more than 3D or 300 mm whichever is smaller.But if shrinkage and temperature effect are also TAKEN into CONSIDERATION then it is 5d or 450 mm.

"> 456: 2000:The maximum horizontal distance between parallel MAIN reinforcement bars in tension shall not be more than 3D or 300 mm whichever is smaller.But if shrinkage and temperature effect are also TAKEN into CONSIDERATION then it is 5d or 450 mm.

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Maximum horizontal distance between parallel main reinforcement bars in tension in RC slabs (according to IS 456:2000) shall not be :Take d = effective depth of solid slab

Prestressed Concrete Structures Beams And Slabs in Prestressed Concrete Structures 7 months ago

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Explanation:As per clause 26.3.3 of IS 456: 2000:The maximum horizontal distance between parallel MAIN reinforcement bars in tension shall not be more than 3D or 300 mm whichever is smaller.But if shrinkage and temperature effect are also TAKEN into CONSIDERATION then it is 5d or 450 mm.

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Posted on 01 Dec 2024, this text provides information on Prestressed Concrete Structures related to Beams And Slabs in Prestressed Concrete Structures. Please note that while accuracy is prioritized, the data presented might not be entirely correct or up-to-date. This information is offered for general knowledge and informational purposes only, and should not be considered as a substitute for professional advice.

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