IS 3370-4 (1967): Code of practice for concrete structures ...

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IS 3370-4 (1967): Code of practice for concrete structures for the storage of liquids, Part 4: Design tables [CED 2: Cement and Concrete]

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IS : 3370 (Part IV) -1967 (Reaffirmed 2008)

Indian Standard

CODE OF PRACTICE FOR CONCRETE STRUTURES FOR THE STORAGE OF LIQUIDS

PART IV DESIGN TABLES

Fifteenth Reprint AUGUST 2007 (Incorporating Amendment No. 1 & 2)

UDC 621.642 : 669.982 : 624.043

? Copyright 1979

BUREAU OF INDIAN STANDARDS MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG

NEW DELHI 110002

Gr 10

January 1969

IS I 3378(Part IV). 1117

Indian Standard

CODE OF PRACTICE FOR CONCRETE STRUCTURES FOR THB STORAGE OF LIQUIDS

PAIlT IV DESIGN TABLES

Cement and Concrete Sectional Committee, BDO 2

C}u,irma" SRRI K. K. NAMBIAfC

R."."'i,,.

The Concrete Association of India, Bombay

AI;".6"s

SRRl M. A. MEliTA (Allemtlt, to

Sbri K. K. Nambiar)

SRat K. F. ANTIA

}\?I. N. Dastur & (4 (Pvt) Ltd. Calcutta

SRRI A. P. BAGeHt

Sahu Cement Service, New Delhi

SHIU P. S. "HA1?NAOAR

Bhakrn & Beas Design. Organization, New Delhi

1). S. K. CHOPRA

Central Uuilding Research Institute (CSIR).

Roorkee

SHRI J. S. SJlARMA ( Alt,rnlll, )

DtRsCTOR (CSl\{)

(~nll2111Natt.'r& Power r..ommi.sion

DIRKCTOR ( DAMS III ) ( AlIt,,,al, )

DR R. K. OIlOSH

.

Indian Road, Congress. New Delhi

SR.I B. K. GUllA

Central Publtc \Vorks Department

SUP.RINTENDING ENQJNif.R, 2ND

na OJ.CLI. ( Alt""." )

R. R. HATrIANOADI

The A!lsociated Cement Companit'l Ltd, Bombay

SRRI V. N. PAl ( Altn~.', ) JOINT DIRECTOR STANDARDS R~.e.rc:h, ~sjgnl at Standareb . Orluization

( B I: S ) .

( Ministry of Railways)

DuUTY Dr.aero. STANDARDS

( B &: S) (.4llnllll'.)

SR.I S. B. JOIHI

.,.

S. B. Joshi It Co Ltd, Bombay

PRoP S. R. MaRRA

Central Road Rrleareb In.titute ( CSIR),

New Delhi

DR R. K. GHOIH ( AI,,,,,tllI )

8..-. SRal S. N. Muu.aJI

National Tnt Houle, Calcutta

B. K. RAMCHANDR'AN (Allmual. )

S... BaACH A. NADlasHAH

Institute of EDlineen ( India ), Calcutta

Balo NAUlH PRASAD

Enlineer-in?Chi~r?. Branch. Army Headquarlen

SRal C. B. PAT&L

National Buildings Orpnization

SRa. RA8IMDU SINOH ( Al'mwd, )

SHall. L. PAUL

Dirtttorate Gen~ral ofSuppliei ? DiapGlall

S.a. T. N. S. IlAO

Gammon India Ltd. Bombay

S... S. R. PacHltlaO ( If"."..,. )

RaPaaaTAftva

GeoloRical Surveyor India. Calcutta

Ra? ? ?a N T A n . .

The India Cementl Ltd, Maclru

(c.littMI.,.,. S.al K. G. SALVI

HiDdustan HoUlin, PactO!'J Ltd, New Delhi

SHaJ C. L. KAiLlWAL ( .41'""", )

2)

BUltEAU OF INDIAN STANDARDS MANAK BHAVAN~ 9 BAHADUR SHAH ZAFAR MARG

NEW DELHI 110002

III SS7I ( Part IV ) ? 1967

( CortIiuMlft-,." I')

M.ahrs ..

Ill".",..,

D.S. SARKA.

S.1It1 Z. Gaoao& ( AI"""", )

SaCUTAIlY

Structural EOlineerinl Rae.rch Centre (CSla.). Roorkee

Ceatral Board of Irrilation .. Power, ~ew DeIhl

SHRI L. SWAaoop

Dalmia Cement ( Dharat ) Ltd, New Delhi

SHill A. V. RAIIANA (AI""..,.)

SIIRI J. M. 1....RAN

Roads Wing, Ministry of Transport

or SRR' N. H. KUWANI ( .AI,.".." )

Da H. C. VJlVaVAIlAYA

Cement Research Institute India, New Delhi

SHRJ R. NAGARAJAN,

Director General, lSI (Ea-oJfirio M""IJI,)

Directott (Civ Baal)

81"".'7

SHR. Y. R. TANaJA

Deputy Director (Civ Engg) J lSI

Concrete Subcommittee, BDC 2: 2

c.,.,r

SURI S. B. JOIHe

s. B. Joshi at Co I..td, Bombay

Mltr.bns

SURI B. D. AHUJA

National Buitdinli Organization

SRRI P. C. JAIN (AI"",,,,,)

SRal K. F. AlmA

M. N. Dutur It Co ( Pvc) Ltd, Calcutta

SHa, B. C. PATEL ( AI,."..", )

'SHRI A. P. BAacR;

Sahu Cement Service) New Delhi

SHRr B. K. eHOKII

In penonal capacity ( M-60 Cru,ow S." s..69)

DR S. K. CHO??A

Central' Building Rete.reb IDititute (CSIR)

Roorkee

Da I. C. Dol M. PAil CUODOU Central Water It Power Commiaion

Dta&CTOR ( DAMS I ) ( Alima." )

a. D&PUT~ DUtECToa STANDARDS Research, Design. and Standards Organiation

( B S)

( Mini.try of Railway.)

ASSIITANT DIRECTOR STANDAltDl

( BitS) ( AIle,.,..', )

D?? aCTOR

Hydt'rabad Engineering Research Laboratory

H)'derabad

Dlaacroa?IN"CHARO&

Geological Survey of India, Lucknow

SHU V. N. 'CUNAJI

Public \Vorks ~partmcDt, .Maharuhtra

SR.I V. K. GUPTA

Enginr.cr.in-CbieC?s Branch, Army Headquarten

SIUlI K. K. N'.1lOIIAR

The Oonerete Association of India, Bombay

SRRI C. L. N. IVUfOAR (A.lt.,ntl")

DR M. L. 'PURl

,

Central Road Research Inltitute ( CSIR ),

1-.0' G. S. RAMASWAMY"

RoorkecStructural Engineering Research Centre (OSIR.),

Roorkee

Da S. SARKAR ( All,",,,,, )

SHa. 'r, N. S. RA.o

Gammon India Ltd, Bombay

SHaI S. R. PlNII&laO l.mllmal, )

SUP& ....TIUfDINO ENGJM&&R, 2ND Central Public Works Department

CulCLE

SRRI S. G. VAiDYA (AI"""")

SHRIJ. M. TRRHAN

R.oads Win., MiDistry orTranaport

n. SHIll R~ P. SI&KA ( AI"",,,,, J

H. C. VaVUYAIlAYA

Cement Jleaearch Institute ollDdia, New Delhi

2

IS I 3378( Pan IV ) ? 1117

Indian Standard

CODE OF PRACTICE FOR CONCRETE STRUCTURES FOR THE STORAGE OF LIQUIDS

PART IV DESIGN TABLES

o. FOREWORD

0.1 This Indian Standard ( Part IV ) was adopted by the Indian Standards Institution on 7 December 1967, after the draft finalized by the Cement .md Concrete Sectional Committee had been approved by the Civil Engle ucering Division Council.

0.2 The need Cor a code covering the design and construction of reinforced

concrete and prestressed concrete structures for the storage of liquids hd\

been long felt in this country. So far, such structures have been designed to

varying standards adapted from the recommendations of the Institution of

Civil Engineers and of the Portland Cement Association with the result

that the resultant structures cannot be guaranteed to possess a uniform

safety margin and dependability. Moreover, the design and construction

methods in reinforced concrete and prestressed concrete are influenced OV

the prevailmg construction practices, the physical properties of the materials

and the climatic conditions. The need was. therefore, felt to lay down

uniform requirements of structures for the storage of liquids givinR due

consideration to these factors. In order to fulfil this need, formulation

of this Indian Standard code of practice for cor-crete structures for the

storage of liquids ( IS : 3370) was undertaken. This part deals with design tables for rectangular and cylindrical concrete structures for stor~p'(; of

liquids. The other parts of the code are the following:

Part I

General requirements

P....t II

Reinforced concrete structures

Part III

Prestressed concrete structures

0.3 The object of the design tables covered in this part is mainly to present data for ready reference of designers and as an aid to speedy design calcula-

lions. The designer i", however, free to adopt any method of design depend-

ing upon his own discretion and judgement provided the requirements regarding Parts I to III of IS : 3370 are complied with and the structural adequacy and !afety are ensured.

0.3.1 Tables relating to design of rectangular as well as cylindrical tanks have bern given and by proper combination of various tables it may be possible to design different types of tanks involving many sets of conditions for rectangular and cylindrical containers built in or on ground.

3

II, __ ( Itut IV ). 1117

1.'.2 Some of the data presented for d~ip of rectangular tankamay be used for design of some of the earth retaining structures subject to earth pressure for which a hydrostatic type of loading may be substituted in the design calculations. The data for rectangular tanks may alia be applied to design of circular reservoirs of large diameter in which the lateral stability depends on the action of counterforts built integrally with the wall.

0.4 While the common methods of design and construction have been covered in this code, design of structures of special forms or in unusual circumstances should be left to the judgement of the engineer and in such cases special systems of design and construction may be permitted on production of satisfactory evidence regarding their adequacy and safety by analysis or test or by both.

0.5 In this standard it has been assumed that the design of liquid retaining structures, whether of plain, reinforced or prestressed concrete is entrusted to a qualified engineer and that the execution of the work is carried out under the direction of an experienced supervisor.

0.6 All requirements of 18:456?1964? and IS: 1343.1960t, in so far as they apply, shall be deemed to form part of this code except where otherwise laid down in this code.

0.7 The" Sectional Committee responsible for the preparation of this standard has taken into consideration the views of engineers and technologists and has related the standard to the practices followed in the country in this field. Due weightage has also been given to the need for intertlational coordination among the standards prevailing ill" different countries of thfl world. These considerations led the Sectional Committee to derive'auistanC'(,: from published materials of the following organizations:

British Standards Institution;

Institution of Civil Engineers, London; and

Portland Cement Association, Chicago, USA.

~les have been reproduced from C Rectangular Concrete Tanks J and C Circular Concrete Tanks without Prestressing' by courtesy of Portland Cement Assr.'ciati"n, USA.

0.8 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, shan be rounded off in accordance with IS: ~.1960t. The number of significant places retained in the rounded off value should be the same as that of the specified value in this standard.

?Code or practice for plaia and reinror,ced concrete ($"0,,11 "v;l;on ).

tCaclc of practiceCot prntraled concrete. ~Rulet for rcNndi.."off numerical valua ( "PisItI ).

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