SP 16 :1980 - Design Aids for Reinforced Concrete to IS:456

The structural practice handbook SP:16-1980 Design Aids for Reinforced Concrete to IS:456-1978 has tables and charts that helps structural engineers to rapidly design simple sections. Even though the design aid is based on the 1978 code, it continues to be used without revision as there have been no major changes to Section 5, on which the design aid is based.

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IS 13920 : 2016 -Ductile Design and detailing of reinforced concrete structures subjected to seismic forces-Code of practice

IS 13920 : 2016 - Ductile Design and detailing of reinforced concrete structures subjected to seismic forces-Code of practice since it was first published in 1993. Most of the older provisions have been redrafted and modified for greater clarity and new provisions have been added. Much of the this revision is based on the IITK-GSDMA document of proposed draft provisions. To Download II Click Here II

IS 875 (Part 3) : 2015 -Design Loads (Other than Earthquake) for Buildings and Structures - Code of Practice - Wind Loads ( Third Revision )

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IS 1893 (Part 1) : 2016 - Criteria For Earthquake Resistant Design Of Structures - General Provisions And Buildings

The provisions of this standard are applicable for design of structures like parking structures, security cabins and ancillary structures taking into account appropriate earthquake effects as per this standard. This standard is also applicable for design of temporary elements, such as scaffolding and temporary excavations. This standard does not deal with construction features relating to earthquake resistant buildings and other structures. For guidance on earthquake -resistant construction of buildings, reference may be made to the latest revisions of the following Indian Standards: IS 4326, IS 13827, IS 13828, IS 13920, IS 13935 and IS 15988. The provisions of this standard are applicable even to critical and special structures, like nuclear power plants, petroleum refinery plants and large dams. For such structures, additional requirements may be imposed based on special studies, such as site-specific hazard assessment. In such cases, the earthquake effects specified by

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