The base slab is 125mm thick with 25mm cover, 10mm bars at IS3370-2021 UserGuide - Free download as PDF File (. Richer Mix are employed - M20 & M30. The design and construction methods in reinforced concrete are influenced by the prevailing construction practices, the physical property of the material and the climatic conditions. Underground water tanks 2. IS 3370 COMPARATIVE STUDY OF DESIGN OF WATER TANKS WITH REFERENCE TO IS : 3370 2. 4 While the common methods of design and construction have been covered in this code, design of structures of special forms or Water tank parameters include the general design of the tank, choice of materials of construction, as well as the following. The recommendations given in IS 456 shall be followed. 81. The analytical design has been made with Microsoft Excel sheet. Reviewed In : 2022. , top slab, sidewalls and base slab. An UG tank is classified as under: a) UG tank as per range: a) Wide underground water tanks (e 1) The document details the design of an underground water tank according to IS 3370 codes. Water tanks can be located above ground or underground, and their size This paper focuses on the comparison of the previous and revised IS:3370, which is required to design the water tanks. kN/m 3, angle of repose of soil is 30˚, saturated unit weight of soil is Feb 7, 2021 · Dear SEFIans, A simple spread sheet to design (no analysis) the wall of a water tank subjected to bending and direct tension by WSM, as per IS 3370 (part 2) is enclosed. In 2009, the code was Generally, the water tanks in India were structurally designed by working stress method, as endorsed in IS 3370-1967. A water tank is a construction for storing water. Each element of water tank was also checked for crack width to ensure the proper strength and serviceability. A. Classification According to Joint Type between floor and wall: • Free Joint-Sliding Joint. The guide is intended to help designers and engineers better understand the code's provisions and requirements. The data for rectangular tanks mayaliabe appliedto design ofcircular reservoirs oflarge diameter in which the lateralstability depends on the action ofcounterforts built integrally with the wall. my doubt is when code permits permisible stress in steel in tension for hysd bars about 130-135 n /mm2. country. Working stress method in accordance IS 3370 (2009). Design a rectangular water tank 5m x 4m with depth of storage 3m, resting on ground and whose walls are rigidly joined at vertical and horizontal edges. 1 INTRODUCTIONTank (or reservoir) is a liquid storage structure that can be below or abo. Monday to Friday 9 am to 5 pm (GMT) +44 (0)203 327 3140. 8m, and depth of 4. Part 1 covers general requirements, while Part 2 focuses on reinforced concrete structures. Based on the location the water tanks are classified into three ways: 1. Design of Water Tank is very mush important in our life. 01, Level 7, 45 Clarence St. 3) Calculations are shown for determining the required reinforcement of the tank walls and bottom slab to resist bending moments, tension, and meet minimum reinforcement standards. Importance of ensuring safety of such tanks against seismic loads cannot be overemphasized. Circular BIS implemented the revised version of IS 3370 (part 1& 2) after a long time from its 1965 version in year 2009. The shape and size of a water tank are decided as per the capacities of tank. es circling back to an Intze Type Water tank for Indian conditions are inspected. Jul 30, 2023 · #IS3370#DesignofWaterTankFor Test series,Free Lectures PDF of Gupta & Gupta Solutions,IS Code Explanations etc,E-Books etc,You may download theIESGATEWiz App Aug 22, 2023 · 6 1. As per Table. After assuring the safety of all the conditions. Dec 23, 2020 · Design of underground circular water tank Two types of constructions are adopted for circular tanksa. This report is to provide guidance in the design and construction for Circular water tanks. 5, 0. The design of all water tanks was done by limit state method as per the the provisions of the IS: 3370 2009. The tanks can be made of RCC or even of steel. Step1: Analysis for moment and tensile force. Reinforced concrete water tanks are constructed for storing water. Jul 22, 2023 · #IS3370#DesignofWaterTankFor Test series,Free Lectures PDF of Gupta & Gupta Solutions,IS Code Explanations etc,E-Books etc,You may download theIESGATEWiz App As per discussion above, the water tank was designed by the following four design methods. Underground storage is especially advantageous for high vapour pressure products. The tank was chosen as per the guidelines of this new edition. IITK-GSDMA (2007), For seismic design of water tanks, IS 1893:1984 has very The UG water tank has three basic components; i. Generally, the water tanks in India were structurally designed by working stress method, as endorsed in IS 3370-1967. It emphasizes key Jul 1, 2021 · A. 05 to optimise the results and check the accuracy of the design. Limit state design method with crack width calculations and check in accordance IS 3370 (2009). 40 CED 02. 47 12. with constant Oct 7, 2021 · E3S Web of Conferences 309, 01178 (2021) Analysis and Design of Intze Water Tank by Using STAAD Pro. For D 500 mm, e%tums each. 5 A=550/4. It provides background on the development of the code and its water tank using WSM and LSM. com. Water tanks are important public utility and industrial structure. Hardcopy - English. we know stress in tension in 1. The key design considerations for water tanks include using minimum M30 grade concrete, steel reinforcement bars of grade Fe415, and designing the tank as an uncracked section. Presently large number of overhead water tanks is used to distribute the water for public utility. May 12, 2021 · Designator of Legally Binding Document: IS 3370 : Part 4 : Sec 2 : 2021 Title of Legally Binding Document: Concrete Structures for Retaining Aqueous Liquids - Code of Practice - Part 4 Design Tables - Section 2 Rectangular tanks Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT As per IS:3370-1965 Min. It discusses revisions made in the second edition of the code and provides context and explanations for various clauses. WATER TANKS. The design depends on the location of tanks, i. These tanks were utilized for various uses like distribution of water, firefighting, agriculture, food Feb 16, 2018 · The important considerations in the design of water tank is as per IS: 3370-2009 (Part - II). Sydney NSW 2000 Australia, GPO Box 5420, SYDNEY NSW 2001. The code was split into four parts. d 15 mm addition cover for corrosive soil or water. The Steel requirements is increased when designed as per IS 3370 (2009). 1. The analysis is conducted as per the specifications of IS 3370, IS 800:2002, IS 875, IS 1893 Design of tank by the dome, Ring beam supporting the Design of water tank - Free download as Excel Spreadsheet (. 30; 91. Kindly note the steel provided for soil pressure is the main reinforcement in vertical di Solution: Step 1: Dimension of tank. Also, the water tanks are classified based on shape: 1. ICS 23. 370-1965 & IS:3370-2009No change in size of the members in both the cas. We have to design water retaining structure based on LSM method only. Reinforced concrete water tank design is based on IS code. Sketch the details of reinforcement in the tank. 22/ ) = 12. IS 3370 (Part 2): 2009 which covers the ‘Recommendations for design of concrete structure for storage of liquid’ was published in 1965. This document provides a guide to the Indian Standard Code of Practice IS 3370 Part 1-2021 for concrete structures retaining aqueous liquids. ILI LIMITED (Trading As Intertek Inform), 12 Davy Ave Knowlhill, Milton Keynes MK5 8NL. In this investigation Wind Forces and Seismic For. To make the study about the analysis and design of Design Of Water Tank As Per Is 3370 Pdf - Whereas the Parliament of India has set out to provide a practical regime of right to information for citizens to secure access to information under the control of public authorities in order to promote transparency and accountability in the working of every public authority and whereas the attached publication of the Bureau of Indian Standard Oct 30, 2019 · Detailed Solution. IS Title [Eng-Hn] : Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 1 General Requirements (Second Revision) No of Revision : 2. This document is the introduction section of the Indian Standard Code of Practice for Concrete Structures for the Storage of Liquids, Part IV - Design Tables. In this study an Intz type of tank was designed as per IS: 3370 (2009) which included these aspects as well as working stress method. and for c. This project gives the detailed analysis of the design of liquid retaining structure using working stress method. Apr 24, 2018 · Limit state method is included in this new version. The liquid to be stored may be water, liquid petroleum, petroleum products. 4. RCC Water Tank Design Basis (Water Tank Requirements As Per IS) Reinforced Concrete Water tank design is based on IS 3370: 2009 (Parts I – IV). 3. Design of Water Tank with IS 3370:1965(old versin) and IS 3370:2009(new version). ere as revised draft recommends cover of 40 mm or dia of barwhichever is. The major difference between both codes was the design methods, old code was based on working stress method and the revised code was based on limit state method. overhead, on ground or underground Share This Article. A water tank is a container or vessel that is designed to store water. The above specified tank is designed using Working Stress Method as per IS 3370-1967 and Limit State Method as per IS 3370-2009 and the results are discussed at the end. Design of tank body, 2. Working stress method in accordance with. #HariprasadChandrasekar . METHODS. the density of water is taken as 9. So, whether you call it a water tank or water cistern, Plastic underground water tanks (cistern) are a great alternative May 26, 2021 · 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 Step Out From the Old to the New We would like to show you a description here but the site won’t allow us. In this video, we are going to design an underground water tank in ETABS in which we are going to working on its structural elements, load calculation, RCC W Jan 12, 2021 · For the parametric study of Intze tank horizontal angle of conical dome should be 45°, ratio of height of cylindrical wall to diameter ratio should be kept 0. To check about design philosophy for safe design of water tank. Some key May 1, 2021 · "Assessment and Design of INTZE Type Overhead Water Tank under the Hydrostatic Tension as per I S: 3370 and IS: 456 - 2000 by Using STAAD Pro Programming", Water tanks are critical public utility and Dear SEFIans, A simple spread sheet to design (no analysis) the wall of a water tank subjected to bending and direct tension by WSM, as per IS 3370 (part 2) is enclosed. 4 Design Methods used As per discussion above, the three water tank design problems are designed by the following four design methods. Limit state method is included in this new version. a=H=3m. 8, 1 and 1. or similar liquids. Part 1 s22. Water tank parameters include the general design of the tank, and choice of construction materials, linings. The three Water Tank Design are designed by the following methods. To make the study about the analysis and design of water tank. Other factors discussed are The UG water tank has three basic components; i. Location of the water tank (indoors, outdoors, above ground or underground) determines colour and construction characteristics. This document provides a guide to IS 3370 Parts 1 and 2 - 2021, which is the code of practice for concrete structures retaining aqueous liquids. 2) Key dimensions and material properties of the tank are listed, including a length of 7. 3 OHSR Tanks 10 2. 5 m. 2 Student civil Engineering Apr 24, 2020 · Design of underground rectangular water tank in limit state method. Revised Standard from Last Update. Aug 9, 2021 · Therefore container design should be as per codal provision. Suite 7. 2. Designator of Legally Binding Document: IS 3370 : Part 2 : 2021 Title of Legally Binding Document: Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 2 Plain and Reinforced Concrete Structures Number of Amendments: 0 Status: Active Additional Info: LEGALLY BINDING DOCUMENT Step Out From the Old to the New--Jawaharlal Nehru Abstract. It covers the different types of water tanks according to their position, material, shape, and purpose. The document discusses the design of water tanks according to IS code 3370. ii. Underground water tanks are quite common, as they are used for storage of water received from water supply mains operating at low pressures, or received from other source. 2 Underground Tanks 10 2. Elevated or overhead water tanks. This code was overhauled in the year 2009 and the code permitted the design of water tanks by Limit State Method, along with Working Stress Method , as recommended in IS 3370-2009. Tank resting on grounds 3. High Water Tightness have to be provided. 22 m2 D= (4 x 122. e the ground level. Volume of tank V=550 m3 Assume H= 4. Water Tank Design is 3370 - Free download as PDF File (. The effect of wind on the raised plans is of prime importance as Wind streams sim. 020. standards@intertekinform. L=5m. The cost and materials used for the water tank are decided according to the construction. Circular tanks with flexible joint at baseb. b) A new sub-clauseon loads has been added under the clause on design; c} Regarding method of design, it has been specified that one ofthe two alternative methods of design,that is, limit state design and working stress design may be used; and d} Provision for crack width calculations due to temperature and moisture and crack width in mature IS 3370 (Part 2) -2021 - Free download as PDF File (. Prajapati et. As per new codal provison of is 3370 2021. Regards, E S Jayakumar. Prasad and Kamdi [1] compared the IS:3370-1965 and IS:3370-2009. It has been recently adopted in the new version of IS 3370-2009 concrete structures for storage. To check economical design of water tank. e. It can be made of various materials such as plastic, fiberglass, concrete, or steel, and can be used for a variety of purposes such as domestic use, irrigation, firefighting, and industrial applications. overhead, on ground or underground water tanks. Six circular 500 kL water tanks with top and bottom dome patterns were designed in STAAD by adjusting the H/D ratio from 0. Print. Volume of water tank needs to hold to meet design requirements. Underground water tanks are of two types: i. Water tanks can be of different capacity depending upon the requirement of consumption. Rectangular tanks Jun 9, 2022 · Posted: Sat Jun 04, 2022 4:30 pm Post subject: Design of liquid retaining structure. Download Solution PDF. The side walls of the underground water tank will Sep 10, 2013 · Designator of Legally Binding Document: IS 3370-2 Title of Legally Binding Document: Code of Practice Concrete structures for the storage of liquids, Part 2: Reinforced concrete structures Number of Amendments: Equivalence: Superceding: Superceded by: LEGALLY BINDING DOCUMENT Step Out From the Old to the New--Jawaharlal Nehru Jul 25, 2018 · Abstract. Learn more. xls), PDF File (. 5. b=4m. The objective of this dissertation is to shed light on the Intze water tank designed considering the earthquake forces according to Indian standard code: 3370-2009 and draft code 1893-Part 2, (2005) considering zone-II and III. al. 8m, width of 5. 2021 [1]: India standard IS 3370 was earlier using working stress method to design liquid retaining tanks. , overhead, on the ground or underground water tanks. Limit State Requirement All relevant limit States shall be considered in the design to ensure an adequate degree of safety and Dec 16, 2020 · Hello friends!!!This video explains about the basics for design of water tank which includes types of water tank, code specifications, pressure diagram for d RCC Design of Water Tank is 3370 Part v Tables - Free download as PDF File (. Only the tank portion was considered in this study. This paper gives the brief study on the design of intz water tank using working stress method and limit state method. Reinforced Concrete Water tank design is based on IS 3370: 2009 (Parts I – IV). Underground water tank faces different type of loads compared to other structures, they mainly face horizontal or lateral loads due to earth pressure and water pressure or any liquid pressure which is been stored in the tank. Gravity Load Design of Elevated Water Tank. The bending and tension stress value is kept within the permissible value in order to prevent cracking. IS 3370 : Part 2 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice Part 2 Plain and Reinforced Concrete. 0. and for storing water in public water distribution systems. lar with the outside of ground and delivers utility. The top slab will be designed as normal simply supported slab based on the self-weight and superimposed loads. Also Underground storage is most advantageous when large volumes are to be stored. Though the tanks can be made of Reinforced Concrete (RC), steel or synthetic materials but in this unit only RC tank. Jan 1, 2021 · Abstract and Figures. Gravity Load Design of Elevated Water Tank 1) Prajapati et. Water tank is the most important container to store water therefore, Crack width calculation of water tank is also necessary. Key-words: - Circular Water Tank, Seismic Load, Wind load, STAADPro. Scribd is the world's largest social reading and publishing site. 080. that the tanks will be ensured under seismic powers once planned for wind powers. 1 SCOPE. INTRODUCTION A water tank is used to store water to tide over the daily requirements. All Water tank design sheets available via below link. 5m. The steel requirement in case to Top Dome is decreased due to the modification in minimum steel clause in IS 3370 (2009) when compared to that of IS 3370 (1967) 009For both limit state of collaps as design calculations. 1 Assistant Professor, Dept. Download IS 3370 (part 4):1967 [PDF] Related readings IS 456:2000 Plain And Reinforced Concrete-Code of Practice(pdf download) Jul 22, 2017 · Abstract. A subsequent comparative study is conducted to evaluate both cost-effectiveness and structural performance. This can be used for the design of a circular water tank having similar attributes. Tanks can be made of RCC or even of steel. W. The sheet is protected and use password 123 to unprotect it. 010. These tanks should be designed for a worst loading scenario. To make the guidelines for the design of liquid retaining structure according to IS code. IS Number : IS 3370 : 2021. Circular tanks 2. The design of reinforced concrete water tank is based on IS 3370: 2009 (Parts I – IV). Design of water tanks by LSM is most economical as the quantity of material required is less as compared to WSM. It includes the design of the side walls, top slab, and base slab. Working stress method in accordance IS 3370 (1965). The ground supported tanks are firmly attached with ground and tank walls are subjected to hydrostatic as well as hydrodynamic pressure due to seismic forces. After introduction of new Indian Mar 30, 2024 · The research methodology includes designing water tanks following IS 3370:2021 Criteria II and implementing hybrid designs. Design code used for the water tank design is IS 3370(Part I-IV). I. The top slab is 100mm thick with 15mm cover and 8mm bars at 200mm. • Hinged Joint. https://pmny. Beacause Water Tank is carrying load of live we are design of elevated Storage Reservoir. The tanks can be made in different shapes usually circular and rectangular shapes are mostly used. Nov 13, 2021 · WATER TANKS. Rectangular tanks. The design of sidewalls and the base slab will be based on assuming (i) Tank full of water but no soil outside, (ii) No water inside tank but soil Liquid storage tanks are commonly used in industries for storing chemicals, petroleum products, etc. The bottom of the tank is subject to internal water pressure and soil reactions from underneath. 5. in/grdQQhrnzk5pThis video describes how we can design Underground RCC water tank through t The document summarizes the design of a rectangular water tank according to IS 3370 standards. sales@intertekinform. of civil Engineering, Gokaraju Rangaraju Institute of Engineering and Technology, Telangana. Assume M20 concrete and Fe415 grade steel. 10; 91. 15 to 1. b) A new sub-clauseon loads has been added under the clause on design; c} Regarding method of design, it has been specified that one ofthe two alternative methods of design,that is, limit state design and working stress design may be used; and d} Provision for crack width calculations due to temperature and moisture and crack width in mature Indian Standard Details. The design depends on the location of tank i. Dec 1, 2014 · SCOPE OF THE INVESTIGATION: The volume of tanks is varied from 100 m 3 to 1000 m 3 . (ii) The reason behind the design of water tanks using the working stress method only is as follows: Variation of the load is not taken into account in working stress method. Chandana Imadabathuni1, Padala Sri Vardhan Goud2, Nalla Ravi Kiran3 and Bathula Naveen4. Code of practice for concrete structure for storage of liquid BIS implement the revise version IS INTRODUCTION Water tanks parameters include the general design of the tank and choice of construction materials, linings. Underground tanks have the same design and operational principles as tanks that are resting on tanks, made by manufacturers in many states and conforming to standards set by the Steel Tank Institute. Base of the tank is subjected to weight of water and pressure of soil. Limit states of serviceability 2. pdf), Text File (. Most of the water tanks were designed as per old IS Code: 3370-1965 without considering earthquake forces. Circular tanks. Requirements for water tank IV. Buy IS 3370 : Part 4 : Sec 3 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 4 Design Tables : Sec 3 limit state design method after considering checks over the cracking width. cover is 25 mm or dia of bar whichever is. Comparative result of IS: 3370 (1965) and IS: 3370 (2009) is specified. 5 = 122. txt) or read online for free. Design of Water tank conventionally consist of three stages— 1. Buy IS 3370 : Part 1 : 2021 Concrete Structures for Retaining Aqueous Liquids - Code of Practice : Part 1 General Requirements from Intertek Inform. nsion and bending momentOne meter width of the wall is considered and the thickness of the wall is estima. Explanation: (i) Nowadays we use IS 3370:1965 for water tank design which permits only the working stress method. 3. Working stress method in accordance with IS 3370 -1965. 5 General Design Requirement as per IS : 3370-2009 17 . III. Feb 24, 2023 · design of underground water tank | design of underground rectangle water tank | design of water tankdesign of shear wall | design of RC wall | reinforced con A rectangular tank of 6m x 5m x 4m, has been considered in this paper. Water Tank Design is 3370 of underground water tank are to water pressure from inside and soil pressure from outside. Underground water storage tanks are used for underground storage of drinking water, wastewater and rainwater collection. of liquids – code of design of overhead water tanks with a given capacity with various heights and diameters. Mar 29, 2022 · 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 tables. Please post the modifications / corrections, if any. 1) The document details the design of an underground water tank according to IS 3370 codes. Dear seniors. Top of the tanks may be covered and is designed by using IS 3370:2009 Part (I, II) [4] and IS 1893:2007 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) Bureau of Indian Standards - e-Sale Preview Standards. rrosive soil or water additional cover of 12 mm isprovided. This standard (Part 4/Sec 3) gives design tables of ring tension, shear, moment, load and stiffness coefficients for use as an aid in the design of circular reinforced concrete structures for retaining liquids. This study was conducted in order to compare the design provisions of IS: 3370 (1965) and IS: 3370 (2009). For the side walls, the thickness is 130mm with 30mm of cover and 10mm diameter steel bars spaced at 150mm. water tank design as per is-3370 i. INTRODUCTION I n India till 2009, Indian standard code IS code 3370:1965 has been adopted for the design of RCC water retaining structure. NOTE. ter a. Water tank is a water storage structured built for long term use. Indian seismic code IS 1893:1984 had some very limited provisions on seismic design of water tank. Design of Water tank Reinforced Concrete Water Tank Design Requirements. Monday to Friday 9 am to 5 pm (AEST / AEDT) 131 242 or +61 2 8206 6010. • Fixed Joint-Rigid Joint. The project takes into consideration the design of reservoir for the following cases: 1) Underground Tank, 2) Tank Resting on ground and 3) Overhead water tank. Mostly, circular shape are more preferred for the water tank due to the uniform stress distribution. In 2009, the code was revised, allowing to use both working stress method as well as limit state method in design of liquid retaining tanks. ag km tb wz mf qk lu ml cu vd