Is 3370 part 2 1965 pdf

1. IS: 269 : 1989. Ordinary Portland Cement, 33 grade- specification. 2. IS - 383:1970. Specification for Coarse and Fine aggregate for use in mass concrete. 3. IS - 455:1989. Portland Slag Cement - Specification. Section Name: Cement and Concrete (CED 2) Designator of Legally Binding Document: IS 3370-4 Title of Legally Binding Document: Code of practice for concrete structures for the storage of liquids, Part 4: Design tables Number of Amendments: 2 Equivalence: Superceding: Superceded by: LEGALLY BINDING DOCUMENT Step Out From the Old to the New--Jawaharlal Nehru 0.6 All requirements of IS : 456-1978*, IS : 3370 ( Part 1 )-19651 and IS : 3370 ( Part 2 )-1965$ is so far as they apply shall be deemed to form part of this code except where otherwise laid down in this code. 0.7 For the purpose of deciding whether a particular requirement of this the revised version of IS 3370 (part-1& 2) after a long time from its 1965 version in year 2009. This revised code is mainly drafted for the liquid storage tank. In this revision important is that limit state method is incorporated in the water tank design. This paper gives in brief, the theory behind the design of circular This standard (Part 2) lays down requirements applicable specifically to design of plain and reinforced concrete structures, intended for storage or retaining of aqueous liquids. General Product Information - (Show below) - (Hide below) DYNAMIC LOAD: Dynamic loads due to working of plant items such as pumps, blowers, compressors, switch gears, travelling cranes, etc. shall be considered in the design of structures 2.1 Description and data of Rectangular Clear Water Reservoir: The Clear Water Reservoir (CWR) has the capacity of 1750 cum. It is provided with two compartments and is : 3370-1965 code of practice for concrete structures for the storage of liquids part ii reinforced concrete structures sample paper LATEST CIVIL ENGINEERING SEMINAR TOPICS 2013-14 LATEST CIVIL ENGINEERING SEMINAR TOPICS COLLECTION 1 TO DOWNLOAD DOCUMENT CLICK HERE Activated Flyash As A Binder In Pavemen Adju working stress method will obsolete in coming time specified above may be decreased IS: 3370 (Part-I), 1965 & IS: 3370 (Part-II), 1965. IS:3370-2009 adopts limit state design method with precautions. It adopts the criteria for limiting crack width when the structures are designed by considering ultimate IS 3370 (Part 2) -2021 - Free download as PDF File (.pdf), Text File (.txt) or read online for free. Scribd is the world's largest social reading and publishing site. Part 1 General requirements Part 3 Prestressed concrete Part 4 Design tables This standard was first published in 1965 and subsequently revised in 2009. transmission line towers Part 1 : Material, loads and permissible stress Section 2 Permissible stress (third revision) IS 802(Part 2):1978 Code of practice for use of structural steel in overhead transmission line towers: Part 2 Fabrication, galvanizing, inspection and packing 6 IS 802(Part 3):1978 Code of practice for use of structural steel in overhead transmission line towers: Part 3 Testing PDF | Indian Standards for the design of liquid retaining structures have been recently revised. IS : 3370 ( Part II )-1965, Code of Practice for Concrete Structures for the Storage of Liquids.