Is 1904 Code Pdf Free Download
This Indian Standard ( Third Revision ) was adopted by the Indian Standards Institution on 31 October 1986, after the draft finalized by the Foundation Engineering Sectional Committee had been approved by the Civii Engineering Division Council. Series of indian Standards on design and construction of various. types of foundations (shallow, deep and special types) have been formmated covering their specific requirements. Many of the requirements for designing of such foundatidns are common for all types of foundations. In order that these general requirements are not repeated in each of such Indian Standards, this basic Indian Standard covering such general requirements has been formulated. This Indian Standard was first published in 1961 and revised in 1966 and 1978, which covered requirement for shallow foundations. During the past seven years, new Indian Standards covering design and construction of various types of foundations have been formulated. It was, therefore, decided to revise this standard so as to cover the general requirements for design and construction not only for shallow foundation-but also for all types of foundations. Opportunity has also been taken to transfer the general requirements covered in IS : 1080-1980*, which is also being revised simultaneously, so that it covers only the specific requirements applicable to design and construction of shallow foundations. The design of the foundation, of the ground are inter-related. super-structure and the characteristics In order to obtain maximum economy, the supporting ground, foundation and super-structure should be studied as a whole. The design of a foundation involves both geotechnical aspects of supporting ground and the structural aspects of the foundation materials. The aim is to proportion the foundation ( plan dimensions ) in such a way that net loading intensity of pressure coming on the soil does not *Code of praet& for design and construction of simple spread foundations (firsr revision ). exceed the safe bearing capacity and that structural design which involves the determination of the thickness of elements so that maximum stress in concrete ( plain or reinforced ) and masonry is within permissible limits. , For the purpose of deciding whether a particular requirement of this standard is complied with, the final value, observed or calculated, expressing the result of a test or analysis, shall be rounded off in accordance with IS : 2-1960*. The number of significant places retained in the rounded off value should be the same as that of the specified value in this standard.
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