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Due to this, the WSM design only will govern. Figure 6-2. IS 1003(Part 1):2003: Timber panelled and glazed shutters: Part 1 Door Shutters – Specification. 2 IS 1893 (Part 2) contains provisions on liquid retaining Is 3370 Part 4 Sec 3 - Free download as PDF File (. Circular free. txt) or read book online for free. It emphasizes the need for higher grade concrete and protective measures for structures dealing with The requirements applicable specifically to plain and reinforced concrete and pre-stressed concrete liquid retaining structures are covered in IS 3370 (Part 2), and IS 3370 (Part 3), respectively. Code of practice for concrete structures for storage of liquids. 01, Level 7, 45 Clarence St. 2 Pressure On Walls 6. May 23, 2024 · 3 Guide to IS 3370 part 1 & 2 - 2009 Introduction to IS 3370 Part 1 & 2 - 2009 (1 st revision) Code of practice - Concrete Structures for Storage of Liquids PREPHASE After a long time IS 3370 is revised from its 1965 version. If the top support is removed, the other three sides should carry a total of. IS 3370 all 4 parts This document provides guidelines for IS 3370 - 2020, which is the revised code of practice for concrete structures retaining aqueous liquids. 30; 91. The permissible stress in steel reinforcement shall be governed by the provision of 3. Status : Active. Special problems of shrinkage arising in the storage of non-aqueous liquid and the measures necessary where chemical attack is possible, are also not Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 4 Design Tables : Sec 3 Circular Tanks. This document provides commentary and guidance on IS 3370 Parts 1 and 2 - 2009, the Indian code of practice for concrete structures used for storing liquids. 24%. Get in touch with us. Nov 19, 2011 · 2) Working stress method in accordance IS 3370 (2009). Buy IS 3370 : Part 3 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 3 Prestressed Concrete Structures from Intertek Jun 2, 2021 · Abstract. 010. Buy IS 3370 : Part 2 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 2 Plain and Reinforced Concrete Structures from Intertek Inform Customer Support: +44 (0)203 327 3140 IS 13370 : 1992 (Reaffirmed Year : 2024 ) Linear Fatty Alcohols for Surface Active Agents. of Amendments : 0. Dastur & Co ( Pvt) Ltd, Calcutta Sahu Cement Service, New Delhi May 5, 2021 · Multi-user online standards collection: secure, flexible and cost effective. Learn more on subscription solutions. Monday to Friday 9 am to 5 pm (GMT) +44 (0)203 327 3140. 455 : 1989 Specification for Portland slag 2309 : 1989 cement (fourth revision) 456 : 2000 Code of practice for plain and reinforced concrete {fourth revision) 3370 (Part 2) : 1343 : 1980 Code of practice of prestresscd 2009 concrete (first revision) 1 489 (Part 1 ) : Specification for This document is a spreadsheet calculating crack width in concrete flexural members according to IS:456-2000 and IS 3370 (Part 2): 2009. IS: 3370 – Part- 1, “Concrete Structures for Retaining Aqueous Liquids — Code of 0 50 100 150 200 Shear Force along X - Direction Shear Force along Y - Direction N) May 5, 2021 · Published date. 1 SCOPE. e. design and construction of container for storage of liquid have been covered by IS 3370:2009, has standards lays down the principles of design of staging for elevated liquid tanks All requirements of IS 456, IS 3370 (Part 1), IS 3370 (Part 2) and IS 1893 Part 2 in so far as they apply, shall be deemed to form part of this standard except Transcript IS : 3370( Part IV) - 1867 (Reaffirmed Indian Standard 1091) ( Reaffirmed 1999 ) CODE OF PRACTICE FOR CONCRETE STRUCTURES FOR THE STORAGE OF LIQUIDS PART IV DESIGN TABLES T~clllh Reprint DECEMBER 1997 ( Incorporating Amendmeotr No. Sep 10, 2013 · IS 3370-2 is a standard published by the Bureau of Indian Standards for concrete structures for the storage of liquids. The requirements applicable specifically to reinforced concrete and prestressed concrete liquid retaining structures are covered in IS 3370 (Part 2), and IS 3370 (Part 3) respectively. Aug 10, 2018 · Designator of Legally Binding Document: IS 1893 Part 2 : 2014 Title of Legally Binding Document: Criteria for Earthquake Resistant Design of Structures Part 2 Liquid Retaining Tanks Number of Amendments: 1 Status: Active Additional Info: (Reaffirmed Year : 2019 ) LEGALLY BINDING DOCUMENT Step Out From the Old to the New--Jawaharlal Nehru IS 3370 (Part 2) : 2009 Indian Standard CONCRETE STRUCTURES FOR STORAGE OF LIQUIDS — CODE OF PRACTICE PART 2 REINFORCED CONCRETE STRUCTURES ( First Revision ) 1 SCOPE 1. Buy IS 3370 : Part 1 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 1 General Requirements from Intertek Inform. Dec 12, 2012 · I am designing underground water tank in WSM with reference IS-3370-2009. ICS 23. Login to Download. 1') Provided that the strain in the tension reinforcement is is limited to 0. It covers design, materials, construction and testing of reinforced concrete structures. For zone 2, when D is between 300 mm to 500mm, the reinforcement minimum shall be provided for top for D/2 portion. IS Code for Doors, Windows And Shutters. 2. txt) or read online for free. Buy IS 3370 : Part 4 : Sec 3 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 4 Cement and Concrete Sectional Committee, CED 2 FOREWORD This Indian Standard (Part 2) (First Revision) was adopted by the Bureau of Indian Standards. Welcome to DLSCRIB. Sydney NSW 2000 Australia, GPO Box 5420, SYDNEY NSW 2001. 3. 3370 divided by 2 in fraction = 3370/2. Grade of concrete is taken as M30, as minimum grade of concrete for RCC structures is M30 as per IS: 3370 (Part1) 2009. IS 3370- PART 2 3370 divided by 2 = 1685. 2 Cross-section of a beam showing variables for calculation Using geometry, the value of a cr is obtained from the following equation. Reviewed In : 2018. No of Revision : 0. NAMBIAR IU/Jrtsnating The Concrete Association or India, Bombay M. Bureau of Indian Standards. 05-05-2021. 2 This standard does not cover the requirements for concrete structures for storage/retaining of hot liquids, hazardous materials and liquids of This revision incorporates a number of important modifications and changes, the most important of them being: Scope has been clarified further by mentioning exclusion ofdams, pipes, pipelines, lined structures and damp-proofing of basements, A clause on exposure condition has been added. 1 for min steel reinforcement. It also contains provisions that are specific to buildings only. Handbuch FRITZ!Box 3370 - AVM Deutschland · FRITZ!Box 3370 7 Sicherheitshinweise Beachten Sie vor dem Anschluss der FRITZ!Box 3370 die folgenden Sicherheitshinweise, um sich selbst Documents IS . K. 2 This standard does not coverthe requirements for concrete structures for storage ofhot liquids andliquids oflowviscosity and high penetratingpowerlike petrol, diesel, oil, etc. water tank design as per is-3370 i. 40 CED 02. For liquid retaining structures, members not prestressed in any direction shall be designed conforming to IS 456, IS 3370 (Part 1) and IS 3370 (Part 2), and additional requirements, if any, given in this standard for the junction of such members with liquid retaining members. 17968 mm when ignoring stiffening effects and is also 0. 8. This standard was first published in 1965. IS 4101(Part 3):1985: Code of practice for external cladding: Part 3 Wall tiling and mosaics. PRELIMINARY DATA\FOR DESIGN 3. 17968 mm when May 5, 2021 · 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. Though the minimum percentage of reinforcement is used i. pdf), Text File (. 45 lcD- the design surface crack Regarding zones in IS 3370 part 2, there are 3 zones for grounded slabs. It discusses revisions made in the second edition of the code and provides context and explanations for various clauses. Sep 10, 2013 · Section Name: Cement and Concrete (CED 2) Designator of Legally Binding Document: IS 3370-1 Title of Legally Binding Document: Code of practice Concrete structures for the storage of liquids, Part 1: General requirements Number of Amendments: Equivalence: Superceding: Superceded by: LEGALLY BINDING DOCUMENT Step Out From the Old to the New Dec 23, 2020 · Design of underground circular water tank Two types of constructions are adopted for circular tanksa. Revised Standard from Last Update. BIS has revised the version of IS: 3370 (part 1& Committee Designation: CED 2 Designator of Legally Binding Document: IS 3370 : Part 1 : 2021 Title of Legally Binding Document: Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 1 General Requirements Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Step Out From the Old to the New Sep 8, 2020 · Load calculation for rectangular water tank as per IS 3370 (part IV) and design of a wall of water tank as per IS 3370 (PArt II) IS Number : IS 3370 : 2021. Oct 6, 2022 · I need your help in calculating crack width as per IS 3370 (Part 2): 2009. Discover its profound impact on building May 26, 2021 · Committee Designation: CED 2 Designator of Legally Binding Document: IS 3370 : Part 4 : Sec 3 : 2021 Title of Legally Binding Document: Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 4 Design Tables : Sec 3 Circular Tanks Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Jul 25, 2018 · Abstract. Publisher. The preface discusses changes made in terminology and scope of the code. Hardcopy - English. Part 1 structuresare covered in IS 3370 (Part2), and IS 3370 (Part 3) respectively. IS Number/ आईएस संख्या: IS 3370 (Part 1) : 2009 IS Title/ आईएस शीर्षक : Code of practice Concrete structures for the storage of liquids Part 1 General requirements (Withdrawn) IS 3370 (Part 1) -2021 - Free download as PDF File (. 1 In order to design secondary treatment works of the treatment of structuresare covered in IS 3370 (Part2), and IS 3370 (Part 3) respectively. We would like to show you a description here but the site won’t allow us. Standards Refered In IS 3370 : Part 2 : 2009 Standard contains no Cross Referenced International Standard. (Part1 & Part2). And Clause ANNEX-A A-1. This standard also does not coverdams, pipes, pipelines, lined structures and damp-proofing This document provides the foreword for the Indian Standard Code of Practice for Concrete Structures for the Storage of Liquids (IS: 3370-1965). CED 2: 13: IS 3370 : Part 2 : 2009 Code of Practice Concrete structures for the storage of liquids Part 2 Reinforced concrete structures: CED 2: 14: IS 3370 : Part 2 : 2009 Code of Practice Concrete structures for the storage of liquids Part 2 Reinforced concrete structures: CED 2: 15: IS 3370 : Part 2 : 2009 structuresare covered in IS 3370 (Part2), and IS 3370 (Part 3) respectively. Monday to Friday 9 am to 5 pm (AEST / AEDT) 131 242 or +61 2 8206 6010. 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. IS 1893 – Part - 2, “Criteria for earthquake resistant design of structures-Liquid Retaining Tanks”, Bureau of Indian standards, New Delhi, 2014. 4. of Amendments : 1. The result of 3370/2 is an integer, which is a number that can be written without decimal places. Concrete Structures for Retaining Aqueous Liquids - Code of Practice - Part 4 Design Tables - Section 2 Rectangular tanks. Reviewed In : 2022. Presently large number of overhead water tanks is used to distribute the water for public utility. These tanks are designed as per IS: 3370 i. 10; 91. 3) Designing by Ultimate Limit State and then checking cracking width by limit state of serviceability IS 3370 (2009). sales@intertekinform. Most of the water tanks were designed as per old IS Code: 3370-1965 without considering earthquake forces. As per Table. The bending and tension stress value is kept within the permissible value in order to prevent cracking. It summarizes the contents and key aspects addressed in each part and section. Intze type tank is commonly used overhead water tank in India. This standard also does not coverdams, pipes, pipelines, lined structures and damp-proofing ISI 3370(Part mi. When D>500 mm , in case of Suite 7. 2 REFERENCES Mar 29, 2022 · Download IS 3370 (part 1):2009 [PDF] IS 3370-2009 part 2 describes standard practice for liquid retaining reinforced concrete structure. zone 1, reinforcement shall be provided for top surface for a depth of D/2 for slab iwithin 300mm thick. It emphasizes key Part 1 contains provisions that are general in nature and applicable to all types of structures. 4 gives formula of crack width for walls in normal climatic condition. High Water Tightness have to be provided. 1 ASSESSMENT OF CRACK WIDTHS IN FLEXURE b,(D-. Note that you may use our state-of-the-art calculator above to obtain the quotient of any two integers . IS 3370 : Part 2 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice Part 2 Plain and Reinforced Concrete. It discusses the scope and references of the code, as well as comments on specific clauses IS 3370 (Part 4/Sec 2) : 2021 ISO/IEC 19795-4:2008 (First Revision) Concrete Structures for Retaining Aqueous Liquids - Code of Practice: Part 4 Design Tables: Section 2 Rectangular tanks (First Revision) Mar 19, 2019 · IS 3370 - 2009 (Part-II) Code of Practice Concrete structures for the storage of liquids, Part 2: Reinforced concrete structures: View & Download: IS 3370 - 1967 (Part-III) Code of Practice Concrete structures for the storage of liquids, Part 3: Prestressed concrete structures: View & Download: IS 3370 - 1967 (Part-IV) IS 3370 part 3 2021 - Free download as PDF File (. IS Title [Eng-Hn] : Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 1 General Requirements (Second Revision) No of Revision : 2. 4) CRACK WIDTIIS IN MATURE CONCRETE For a limiting design surface crack width of 0 mm : b,(D-')(a'-x) &z = 3E,(d-') B ASSESSMENT OF CRACK WIDTHS IN FLEXURE Provided that the strain in the tension reinforcement is limited to 0 fiE, and the stress in the concret~ is limited to 0 lcD- the IS 3370 Part 2 - 2009 - Free download as PDF File (. Apr 16, 2021 · Committee Designation: CED 2 Designator of Legally Binding Document: IS 3370 : Part 3 : 2021 Title of Legally Binding Document: Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 3 Prestressed Concrete Structures Download IS 3370 (Part 2) - 2021. The code covers common design and construction methods but allows for special designs as needed. IS 3370 (Part 2): 2009 which covers the ‘Recommendations for design of concrete structure for storage of liquid’ was published in 1965. 1967 IS3370 Part4 Sec2 2021rectangular - Free ebook download as PDF File (. While the majorityof thesejoints may be of the partial or complete contraction type, sufficient joints of the expansion type should be provided to satisfy the requirements of is 3310 (Part I). IS 1003 1. a) Working stress method in accordance IS:3370 (1965) 3370_1_2021 (1) - Free download as PDF File (. Presently large number of overhead water tanks is used to Feb 16, 2018 · The important considerations in the design of water tank is as per IS: 3370-2009 (Part - II). Richer Mix are employed - M20 & M30. It analyzes a slab labeled SLAB-S1 with given dimensions, reinforcement details, concrete grade, and applied moment to determine the crack width. Oct 6, 2022 · The same clause A 1. In the entire code nowhere it is mentioned about walls in abnormal climatic conditions. 3) CRACK WIDTIIS IN MATURE CONCRETE B. pdf - Free download as PDF File (. 7 Subsoil Water - Water occuring naturally below the surface of the ground. 1 In liquidretainingstructures withfixed or floating covers,the gas pressuredevelopedabove liquidsurface shall be added to the Jan 3, 2024 · Dive into the intricacies of the IS 3370 (Part 2): 2009 code, a cornerstone for concrete structures storing liquids. 2 This standard does not cover the requirements for concrete structures for storage ofhot liquids and liquids oflow viscosity and high penetrating power like Reinforced concrete water tanks are constructed for storing water. 1. Code of practice for concrete structure for storage of liquid BIS implement the revise version IS-3370 part-1[general requirement] IS-3370 part- 2 [reinforcement Jan 1, 2014 · Buy IS 3370 : Part 2 : 2009(R2014) Code of Practice Concrete structures for the storage of liquids Part 2 Reinforced concrete structures from Intertek Inform Customer Support: +1 416-401-8730 Login to i2i Subscription Intertek. (6-2. IS 3370 : Part 4 : Sec 2 : 2021. 1 This standard (Part 2) lays down the requirements applicable specifically to reinforced concrete structures for the storage of liquids, mainly water. This standard also does not coverdams, pipes, pipelines, lined structures and damp-proofing III 3370 ( Part IV ) • 1967. so we can help right away! Learn more. 2 says (To be effective in distributing cracking, the amount of reinforcement provided needs to be at least as great as that given by formula) (5) 7 IS 3370 (Part 2) : 2009 ANNEXB (Foreword, and Clause 4. The guide is intended to help designers and engineers better understand the code's provisions and requirements. com as per clause 4. Also I am confused about the term 'nb' in formula of spacing. Abstract. It discusses the need for uniform standards for designing and constructing reinforced and prestressed concrete liquid storage structures in India. after the draft finalized by the Cementand ConcreteSectional Committee had been approved by the Civil Engineering Division Council. The calculations show the crack width is 0. 2 This code does not cover the requirements for reinforced and pre- stressed concrete structures for storage of hot liquids and liquids of low viscosity and high penetrating power like petrol, diesel ,oil, etc. Overhead tank are used to store water for supplying it to the consumer. Circular tanks with flexible joint at baseb. 3 Lapping of reinforcement in circular tanks should be so arranged that not more than 25 percent of the bars are jointed at any one vertical section. 1967 Indian Standard CODE OF PRACTICE FOR CONCRETE STRUCTURES FOR THE STORAGE OF LIQUIDS PART III PRESTRESSED CONCRETE STRUCTURES Cement and Concrete Sectional Committee, BDC 2 Cl&airm4n SRRI K. At 6/1'-2-0 there is a substantial shear at the top edge when hinged, 0-053 8, so that the sum of the total shears on the other three sides is only 0-44 62. General Product Information. Search Result for IS3370. The code was split into four parts. Scribd is the world's largest social reading and publishing site. IS 3370 : Part 2 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 2 Plain and Reinforced Concrete Structures Technical Committee : CED 2 Jun 5, 2012 · Subject: [SEFI] Re: Publication of IS 3370(Part 1):2009 and IS 3370(Part 2):2009 Dear Er Mukesh, In water tanks crack width should be less than 0. The tank shall be applied for the storage of water or aqueous liquids at or near surrounding temperature; concrete shall never dry out. A,(d-. As per discussion above, the water tank was designed by the following four design methods. Download IS 3370 (part 2):2009 [PDF] IS 3370-2009 part 4 gives guidelines for prestressed concrete liquid retaining structures Download IS 3370 (part 3):1967 [PDF] IS 3370-2009 part 4 encompasses the design IS : 3370 ( Part II ) - 1965. IS Title [Eng-Hn] : Code of practice for concrete structures for the storage of liquids: Part 4 Design tables. Suite 7. Custcode. 23 Sarfacc Water - The run-off from precipitation and other water that flows over surface of the ground. I want to clarify the IS code (3370-2009) Part 2 Clause No. 1 and 2 ) UDC BUREAU MANAIC Gr 10 OF BHAVAN. Therefore container design should be as per codal provision. Cement and Concrete Sectional Committee, CED 2 FOREWORD This Indian Standard (Part 2) (First Revision) was adopted by the Bureau of Indian Standards. It IS 3370 (Part 1) recommendations regarding movement joint provisions and for a suitable sliding layer beneath the water tank are executed properly. 1. com. ILI LIMITED (Trading As Intertek Inform), 12 Davy Ave Knowlhill, Milton Keynes MK5 8NL. 3370 divided by 2 in percentage = 168500%. This standard (Part 4/Sec 2) gives design tables of deflection and moment coefficients for rectangular tanks for use as an aid in the design of rectangular reinforced concrete structures for retaining liquids. IS Number : IS 3370 (Part 4/Sec 2) : 1967. 6. [8]. 2) ⎛⎞ ⎜⎟ ⎝⎠ b cr c s d a= +d-2 2 22 Here, d b = diameter of longitudinal bar d c = effective cover = C min + d b/2 s = centre-to-centre spacing of longitudinal bars. IS 3370 : Part 2 : 2009 is Refered in following Indian Standards : SNo IS Number Title Technical Committee 1 IS 11682 : 1985 Criteria for design of rcc staging for overhead water tanks CED 38 2 IS 7418 : 1991 Criteria for design of spiral IS 3370 (Part 2) : 2009 ANNEXB (Foreword, and Clause 4. 1')(a'-x) &z = 3E. standards@intertekinform. Apr 24, 2018 · Comparative study needed on the theory behind the design of liquid retaining structure. It is implied that the formula cannot be used for walls in abnormal climatic conditions. The design of the reinforced concrete water tank is based on IS 3370: 2009 (Parts I – IV). pdf) or read online for free. 3370 divided by 2 in decimal = 1685. Is 3370 Part 4 Sec 3. 080. In annex A of said IS code, I am not getting how to compute estimated shrinkage strain, estimated total thermal contraction after peak temperature due to heat of hydration. Technical Committee : CHD 25. For the thickness of wall, Hoop Stress(T)= γ w * H *(D/2)*K 1 Jan 12, 2013 · bis is 1893-2 : 2014: criteria for earthquake resistant design of structures - part 2: liquid retaining tanks bis is 3370-1 : 2009: concrete structures for storage of liquids - code of practice - part 1: general requirements [7]. Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 3 Prestressed Concrete Structures. The obtained value is compared with the value of IS:3370 Part 2 Table-2 to check the requirement of reinforcement in the slab or not. Print. No. TaU is No. 020. 3370 part. IS 3370 - 2020, (2nd Revision) , Code of Practice - Concrete Structures for Retaining Aqueous Liquids : Part 1- General Requirements, Part 2- Reinforced Concrete Structures. The values of d b, d Jul 11, 2023 · IS 4101(Part 2):1967: Code of practice for external facings and veneers: Part 2 Cement concrete facing. A discussion on the use and change of the code IS: 3370 (part 1& 2) is given in the paper. 2 of IS : 3370 (Part 2)-1965*. Buy IS 3370 : Part 2 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 2 Plain and Reinforced Concrete Structures from IS : 2470 ( Part 2) - 1985 2. Bureau of Indian Standards - e-Sale Preview Standards. LIST OF REFERRED INDIAN STANDARDS IS No. At present only part 1 & part 2 are revised. 2. or. N. Best wishes NS mukesh_rel wrote: Dear Sir, As per IS 3370-part-4, maximum value of H^2/DT is 16 as given in Table-9 & 10. BIS implemented the revised version of IS 3370 (part 1& 2) after a long time from its 1965 version in year 2009. Search Result for is 3370. 0. Indian Standard Details. 8 fiE, and the stress in the ｣ｯｮｲ･ｴｾ limited to 0. Technical Committee : CED 2. May 26, 2021 · Committee Designation: CED 2 Designator of Legally Binding Document: IS 3370 : Part 4 : Sec 1 : 2021 Title of Legally Binding Document: Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 4 Design Tables : Sec 1 Plates Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT IS 3370 (Part 2) -2021 - Free download as PDF File (. 2 of IS: 3370 (Part 2) 2009. Partner Sites Youtube to Mp3 Converter About Us This project started as a student project in 2014 and was presented in 2017. Unless stated otherwise, the provisions in Part 2 to 5 shall be read in conjunction with the general provisions in Part 1. 5. So can we say, the formula, { wmax = Smax X (alpha/2) X (T1 + T2) } holds good IS 3370 part 1&2 v2 - Free download as PDF File (. Download Search Result in Pdf Download Search Result in Excel. IS 3370 : Part 3 : 2021. 621’642 : 669-982 : 624’043 INDIAN STANDARDS 9 BAHADUR SHAH NEW DELHI 110002 ZAPAR MARC3 January 1969 IS Oct 10, 2017 · IS 3370-2: Code of Practice Concrete structures for the storage of liquids, Part 2: Reinforced concrete structures by Bureau of Indian Standards Publication date 2009 Name of Standards Organization: Bureau of Indian Standards (BIS) Division Name: Civil Engineering Section Name: Cement and Jun 2, 2021 · Buy IS 3370 : Part 4 : Sec 2 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice - Part 4 Design Tables - Section 2 Rectangular tanks from Intertek Inform Customer Support: +1 416-401-8730 IS 3370 Part 2 - 2009-Readable. 3. This document provides a guide to the Indian Standard Code of Practice IS 3370 Part 1-2021 for concrete structures retaining aqueous liquids. iq tn ol lb fq gu xh xx zq zi