IS 3370-4 (1967): Code of practice for concrete … · ISI 3378(Part IV).1117 Indian Standard CODE...

Disclosure to Promote the Right To Information

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 Standards is of particular interest to the public, particularly disadvantaged communities and those engaged in the pursuit of education and knowledge, the attached public safety standard is made available to promote the timely dissemination of this information in an accurate manner to the public.

इंटरनेट मानक

“!ान $ एक न' भारत का +नम-ण”Satyanarayan Gangaram Pitroda

“Invent a New India Using Knowledge”

“प0रा1 को छोड न' 5 तरफ”Jawaharlal Nehru

“Step Out From the Old to the New”

“जान1 का अ+धकार, जी1 का अ+धकार”Mazdoor Kisan Shakti Sangathan

“The Right to Information, The Right to Live”

“!ान एक ऐसा खजाना > जो कभी च0राया नहB जा सकता है”Bhartṛhari—Nītiśatakam

“Knowledge is such a treasure which cannot be stolen”

“Invent a New India Using Knowledge”

है”ह”ह

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

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

Indian StandardCODE 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 1979BUREAU OF INDIAN STANDARDSMANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG

NEW DELHI 110002

Gr 10 January 1969

IS I 3378(Part IV). 1117


STRUCTURES FOR THB STORAGE OF LIQUIDSPAIlT 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

}\·I. N. Dastur & (4 (Pvt) Ltd. CalcuttaSahu Cement Service, New DelhiBhakrn & Beas Design. Organization, New DelhiCentral Uuilding Research Institute (CSIR).

Roorkee

AI;".6"sSRRl M. A. MEliTA (Allemtlt, to

Sbri K. K. Nambiar)SRat K. F. ANTIASRRI A. P. BAGeHtSHIU P. S. "HA1·NAOAR1). S. K. CHOPRA

The A!lsociated Cement Companit'l Ltd, Bombay

( CSIR),In.tituteS. B. Joshi It Co Ltd, BombayCentral Road Rrleareb

New Delhi

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 DelhiSR.I B. K. GUllA Central Publtc \Vorks Department

SUP.RINTENDING ENQJNif.R, 2ND

OJ.CLI. ( Alt""." )na R. R. HATrIANOADISRRI 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 .,.PRoP S. R. MaRRA

DR R. K. GHOIH ( AI,,,,,tllI )SRal S. N. Muu.aJI National Tnt Houle, Calcutta8..-. B. K. RAMCHANDR'AN (Allmual. )S... BaACH A. NADlasHAH Institute of EDlineen ( India ), CalcuttaBalo NAUlH PRASAD Enlineer-in·Chi~r·. Branch. Army HeadquarlenSRal C. B. PAT&L National Buildings Orpnization

SRa. RA8IMDU SINOH ( Al'mwd, )SHall. L. PAUL Dirtttorate Gen~ral ofSuppliei • DiapGlallS.a. T. N. S. IlAO Gammon India Ltd. Bombay

S... S. R. PacHltlaO ( If"."..,. )RaPaaaTAftva GeoloRical Surveyor India. CalcuttaRa•••aNTAn.. The India Cementl Ltd, MaclruS.al K. G. SALVI HiDdustan HoUlin, PactO!'J Ltd, New Delhi

SHaJ C. L. KAiLlWAL ( .41'""", ) (c.littMI.,.,. 2 )

BUltEAU OF INDIAN STANDARDSMANAK BHAVAN~ 9 BAHADUR SHAH ZAFAR MARG

NEW DELHI 110002

IIISS7I ( Part IV ) • 1967

( CortIiuMlft-,." I')M.ahrs ..

D.S. SARKA.Ill".",..,

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

S.1It1 Z. Gaoao& ( AI"""",)SaCUTAIlY Ceatral Board of Irrilation .. Power, ~ew DeIhlSHRI L. SWAaoop Dalmia Cement ( Dharat ) Ltd, New Delhi

SHill A. V. RAIIANA (AI""..,.)SIIRI J. M. 1....RAN Roads Wing, Ministry of Transport

SRR' N. H. KUWANI ( .AI,.".." )Da H. C. VJlVaVAIlAYA Cement Research Institute or India, New DelhiSHRJ R. NAGARAJAN, Director General, lSI (Ea-oJfirio M""IJI,)

Directott (Civ Baal)81"".'7

SHR. Y. R. TANaJADeputy Director (Civ Engg) J lSI

Concrete Subcommittee, BDC 2: 2

National Buitdinli Organization

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

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

Hydt'rabad Engineering Research LaboratoryH)'derabad

Dlaacroa·IN"CHARO& Geological Survey of India, LucknowSHU V. N. 'CUNAJI Public \Vorks ~partmcDt, .MaharuhtraSR.I V. K. GUPTA Enginr.cr.in-CbieC·s Branch, Army HeadquartenSIUlI 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 ),

Roorkec-Structural Engineering Research Centre (OSIR.),

Roorkee

Sahu Cement Service) New DelhiIn penonal capacity ( M-60 Cru,ow S." s..69)Central' Building Rete.reb IDititute (CSIR)

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

Dta&CTOR ( DAMS I ) ( Alima." )D&PUT~ DUtECToa STANDARDS Research, Design. and Standards Organiation

( B a. S) ( Mini.try of Railway.)ASSIITANT DIRECTOR STANDAltDl

( BitS) ( AIle,.,..', )D••aCTOR

1-.0' G. S. RAMASWAMY"

c.,.,rSURI S. B. JOIHe

Mltr.bnsSURI B. D. AHUJA

SRRI P. C. JAIN (AI"",,,,,)SRal K. F. AlmA

SHa, B. C. PATEL ( AI,."..", )'SHRI A. P. BAacR;SHRr B. K. eHOKIIDR S. K. CHO••A

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

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

SHRIJ. M. TRRHAN R.oads Win., MiDistry orTranaportSHIll R~ P. SI&KA ( AI"",,,,, Jn. H. C. VaVUYAIlAYA Cement Jleaearch Institute ollDdia, New Delhi

2

IS I 3378( Pan IV ) • 1117


STRUCTURES FOR THE STORAGE OF LIQUIDSPART IV DESIGN TABLES

o. FOREWORD

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

0.2 The need Cor a code covering the design and construction of reinforcedconcrete and prestressed concrete structures for the storage of liquids hd\

been long felt in this country. So far, such structures have been designed tovarying standards adapted from the recommendations of the Institution ofCivil Engineers and of the Portland Cement Association with the resultthat the resultant structures cannot be guaranteed to possess a uniformsafety margin and dependability. Moreover, the design and constructionmethods in reinforced concrete and prestressed concrete are influenced OVthe prevailmg construction practices, the physical properties of the materialsand the climatic conditions. The need was. therefore, felt to lay downuniform requirements of structures for the storage of liquids givinR dueconsideration to these factors. In order to fulfil this need, formulationof this Indian Standard code of practice for cor-crete structures for thestorage of liquids ( IS : 3370) was undertaken. This part deals with designtables for rectangular and cylindrical concrete structures for stor~p'(; ofliquids. The other parts of the code are the following:

Part I General requirementsP....t II Reinforced concrete structuresPart III Prestressed concrete structures

0.3 The object of the design tables covered in this part is mainly to presentdata for ready reference of designers and as an aid to speedy design calculalions. The designer i", however, free to adopt any method of design depending upon his own discretion and judgement provided the requirementsregarding Parts I to III of IS : 3370 are complied with and the structuraladequacy and !afety are ensured.

0.3.1 Tables relating to design of rectangular as well as cylindrical tankshave bern given and by proper combination of various tables it may bepossible to design different types of tanks involving many sets of conditionsfor 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 beused for design of some of the earth retaining structures subject to earthpressure for which a hydrostatic type of loading may be substituted in thedesign calculations. The data for rectangular tanks may alia be applied todesign of circular reservoirs of large diameter in which the lateral stabilitydepends on the action of counterforts built integrally with the wall.

0.4 While the common methods of design and construction have beencovered in this code, design of structures of special forms or in unusualcircumstances should be left to the judgement of the engineer and in suchcases special systems of design and construction may be permitted on production of satisfactory evidence regarding their adequacy and safety byanalysis or test or by both.

0.5 In this standard it has been assumed that the design of liquid retainingstructures, whether of plain, reinforced or prestressed concrete is entrustedto a qualified engineer and that the execution of the work is carried outunder the direction of an experienced supervisor.

0.6 All requirements of 18:456·1964· and IS: 1343.1960t, in so far asthey 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 standardhas taken into consideration the views of engineers and technologistsand has related the standard to the practices followed in the country in thisfield. Due weightage has also been given to the need for intertlational coordination among the standards prevailing ill" different countries of thflworld. These considerations led the Sectional Committee to derive'auistanC'(,:from published materials of the following organizations:

British Standards Institution;Institution of Civil Engineers, London; andPortland Cement Association, Chicago, USA.

~les have been reproduced from C Rectangular Concrete Tanks J

and C Circular Concrete Tanks without Prestressing' by courtesy of PortlandCement Assr.'ciati"n, USA.

0.8 For the purpose of deciding whether a particular requirement of thisstandard is complied with, the final value, observed or calculated, expressingthe result" of a test or analysis, shan be rounded off in accordance withIS: ~.1960t. The number of significant places retained in the roundedoff 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 ofpracticeCot prntraled concrete.~Rulet for rcNndi.."off numerical valua ( "PisItI ).

4

1113370 (Pan IV )-1117

1. ICOPB

1.1 This standard ( Part IV ) recommends design tables, which are intendedal an aid for the design of reinforced or prestressed concrete structure. forstorage of liquid.

2. RECTANGULAR TANKS

2.1 Momeat Coetlldeats for IacUvld••1 wan Pa.el. - Momentcoefficients for individual panels considered fixed along vertical edges buthaving different edge conditions at top and bottom are given in Tabla Ito 3. In arriving at these moments, the slabs have been assumed to actas thin plates under the various edge conditions indicated below:

Table 1 Top hinged, bottom hingedTable 2 Top Cree, bottom hingedTable 3 Top free, bottom fixed

2.1.1 Conditions in Table 3 are applicable to cases in which wall slab,counterfort and base slab are all built integrally.

2.1.2 Moment coefficients for uniform load on rectangular plates hingedat all four sides are given in Table 4. This table may be found useful indesigning cover slabs and bottom slabs for rectangular tanks with one cell.If the cover slab is made continuous over intermediate supports, the designmay be made in accordance with procedure for slabs supported on four,ides ( s" Appendix C of IS : 456-1964· ).

2.2 M.lDeat Coe.deat. lor Rect••plar T••k. - The coefficientsfor individual panels with fixed side edges apply without modification tocontinuous walls provided there is no rotation about the vertical edges. Ina square tank, therefore, moment coefficients may be taken direct fromTables I to 3. In a rectangular tank, however. an adjustment has to bemade in a manner similar to the modification of fixed end moments in aframe analysed by tile method of moment distribution. In this procedurethe common side edge of two adjacent panels is first considered artificiallyrestrained so that JUtrotation can take place about the edge. Fixed edgemoments taken from Tables 1, 2 or 3 are usually dissimilar in adjacentpanels and the differences, which correspond to unbalanced moments, tendto ratat!: the edge. When the artificial restraint is removed they will induceadditional moments in the panels. The final end moments may be obtainedby adding fnduced moments and the fixed end moment, at the edge. Thesefinal end moments should be identical on either side of the common edge.

2.2.1 The application of moment distribution to the case of co'ntinuoUitank walls is not al simple as that of the framed structures, because in the

~ -Code or practice Cor plain aDd reinforced r.ODcrete ( .'..4 MJiliM).

11.117I ( Part IV ). IN7

fonDer case the moments should be distributed simultan~oully all alongthe entire length of the side edge so "that moments become equal at bothsides at any point of the edge. A simplified approximation would be di...tribution of moments at five-points, namely, the quarter-points, the midpoint and the bottom, The end moments in the two intersecting slabsmay be made identical at these five-points and moments at interior pointsadjusted accordingly.

2.2.1.1 The moment coefficients computed in the manner described aretabulated in Tables 5 and 6 for top and bottom edge conditions as shownfor single-cell tanks with a large number of ratios of b]« and cla, b beingthe' larger and c the smaller of the horizontal tank dimensions.

2.2.2 Wh('n a tank is built underground, the walls should be investigatedfor both internal and external pressure. This may be due to earth pressureor to a combination of earth and ground water pressure. Tables 1 to 6may be applied in the case of pressure from either side but the signs willbe opposite. In the case of external pressure, the actual load distributionmay not necessarily be triangular, as assumed in Tables 1 to 6. For example, in case of a tank built below ground with earth covering the roof slab,there will be a trapezoidal distribution of lateral earth pressure on the walls.In this case it gives a fairly good approximation to substitute a trian,le withsame area as the trapezoid representing the actual load distribution.The intensity of load is the same at mid-depth in both cases, and when thewall is supported at both top and bottom edge, the discrepancy between thethe triangle and the trapezoid will have relatively little effect at and nearthe supported edges. Alternatively, to be more accurate, the coefficientsor moments and forces for rectangular and triangular distribution ofload may be added to get the final results.

2.3 Shear CoeSdeDt. - The values of shear force along the edge of •tank wall would be required for investigation of diagonal tension and bondatreIIeI. Along vertical edga, the ahear in one wall will cauae axial ten.ionin the adjacent wall and should be combined with the bending momentfor the purpose oC determining the tensile reinforcement. ~

2.1.1 Shear coefficients for a wan panel ( of width 6, height CI and subjected to hydrostatic pressure due to • HCJuid of density rD ) considered fisedat the two vertical edges and usumed &Inged at top and bottom edges arepftD in Fig. 1 and Table 7.

2.1.2 Shear coefficients for the lame wall ~el considered fixed at t~etwo vertical edges and auumed hinged at the bottom but free at top edgeare pven in Fig. 2 and Table 8.

2.s.s It would be evident &omTable 7, that the difFerence between theshear Cor 6/. - 2 and in8Dity DSO 11II&11 that there is no neceaity Cor computing coeflicients for intermediate values. When bJd is large, a verticalstrip ofthe slab near the mid-point orthe b.dimenuon will behave eesentially

6

IS : 3370 ( Part IV ) • 11&7

as a simply supported one-way slab. The total pressure on a strip of unitheight is 0·5 wa' ofwhich two-thirds, or 0·33 wat is the reaction at the bottomsupport and one-thirds, or 0·17 wall, is the reaction at the top. It may beseen from Table 17 that the shear at mid-point of the bottom edre is0-329 wat for bla == 2-0, the coefficient being very close to that of1/3 for infinity. In other words, the maximum bottom shear is practically constant for all values of b]« greater than 2. This is correct onlywhen the top edge is supported, not when it is free.

2.3.3.1 At the corner the shear at the bottom edge is negative and isnumerically greater than the shear at the mid-point- The change fromposrtive to negative shear occurs approximately at the outer tenth-pointsof the bottom edge. These high negative values at the corners arise from thefact that deforrnations in the planes of the supporting slabs arc neglectedin the basic equations and arc, therefore, of only theoretical significance.These shears may be disregarded for checking shear and bond stresses.

TOP HINGED~

~ ~~ ~I--~ 1 I t III1 ~ ~""

~ ~~~ ... ~ 1t.. Ii I,

'I..,-.- i

....b/a =INfiNITY~1'\1 't~~~

t--~~~ ~ , t'

I l'~ ~~-,

~~"- I~~~/a :2 ~ ~"'~ ~, ~,~ b/• • 1..J ~~~ ~

~~&I ~lI ~

~p-. ~~. ~r-.

G: '''b/a If 1/2 ~~ ~~ "'~ I"l

~, ~

~~ ~~~~

~

~,~ ~~

~ ~~

~~~ ~~~~j;i

"'~l.~~.-~ !! jill~

i-li 'J

..~ IJ'i~~~~9~ i~~?'~

0-2

0-9

1-0o 0-1 0-2 0-3 0-4

&HEAR PER UNIT LENGTH : COEFFICIENT x 'Ill.. _ hei,ht or the wall

, - width of the wall., _ density of the liquid causinl hydrostatic pressure

FlO. COBPPICIItNTI '"OR WALL PANEL, FIXBD AT' Va.TICAL Eooa.,HINOED AT Top AND BOTTOM EOOE5' · .

e-

o

7

II.U70 ( Pan IV ) .1117

TOP FREE

~"- ~~ "'~~'"

"-,.. 1111'1

~ ~ ~lIlI "'~Ill. 'J~b/••3~ ~"- ,...~ ~~,

r--~ ~~ "- ~"--.

~ ~. --~Ilrt. b/•• 2~~

llilI~~~

----,~~

.,t-.~ ~~ ~~

4b/•• 1 ~~ "'It.~ f ~

~~r--

~

~~fa ~~ ~ "~tS J,' · I ,~ ~~ ~

~u.

~t/••1/2 ~

,!Ill ~

, ,~ ~

\ ~ ~~

,~

~~,

~.J ......

---~~ ~

~ .. ",'" ~.•• ~~~'R~rpr, r~~~

01

o

1·0o 0-1 0-2 0-3 0e4SHEAR PER UNIT LENGTH • COEFFicIENT • • 1

• - beiabt of the: wallII - width 01 the wallIII - demity 01the liquid cauaing hydroltatic prasure

FlO. 2 eo.PftCJ&IITI 1'0R WALL PANBLt FIXBD AT Va.TICAL Eoo..,HINGED AT Bonoy EDO~ AND FREB AT Top EDGZ

2.3.3.2 The unit shears at the fixed edge in Table 7 have been usedfor plotting the curves in Fig. 1. It would be seen that there is practicallyno change in the shear curves beyond b[a== 2-0. The maximum value occunat a depth below the top somewhere between 0-6a and 0-&. Fig. 1 will befound useful for determination oCshear or axial tension for any ratio of /Jlaand at any point of a fixed side edge.

2.3.4 The total shear from top to bottom of one fixed edge in Table 7should be equal to the area within the correspondmg curve in Fig. 1. Thetotal shean computed and tabulated for hinged top may be used in makingcertain adjustments 10 as to determine approximate values of shear for wallswith free top. These are given in Table 8.

2.3.4.1 For /Jla fID l /2 in Table 7, total.shear at the top edge is so smallal to be practically zero, and for bla-I·O the total shear, 0·005 2, is onlyone percent of the total hydrostatic pressure, o-SO. Therefore, it wouldbe reasonable to assume that removing the top support will not Dl&tcriallychange the totallpean at any of the other three edges when IJ/.-1/2 and I.

S

III 3370 ( Part IV ) • 1967

At 6/1'-2-0 there isa 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.If the top support is removed, the other three sides should carry a total of0-50_ A reasonable adjustment would be to multiply each of the threeremaining total shears by 0-50/0-4462==1-12, an increase of 12 percent.This has been done in preparing Table 8 for 6/0-2-0_ A similar adjustmenthal been made for 6/a=t3·0 in which case the increase is 22 percent,

2.3.5 The total shears recorded in Table 8 have been used for determination ofunit shears which are also recorded in Table 8. Considering the shearcurves in Fig, 1 and assuming that the top is changed from hinged to free,for lIia=! and I, it would make little difference in the total shear, that is,in the area within the shear curves, whether the top is supported or not.Consequently, the curves for bjac=l and 1 remain practically unchanged.For 6/(,1==2 an adjustment has become necessary for the case with top free.A change in the support at the top has little effect upon the shear at thebottom of the fixed edge. Consequently, the curves in Fig. 1 and 2 arenearly identical at the bottom. Gradually, as the top is approached thecurves Cor the free top deviate more and more from those for the hingedtop as indicated in Fig. 2. By trial, the curve for b/a=2 has been so adjusted that the area within it equals the total shear for one fixed edge for6/.-2-0 in Table 8. A similar adjustment has been made for 6/G==3-0which is the limit for which moment coefficients are given.

2.3.5.1 Comparison of Fig_ 1 and Fig. 2 would show that whereasfor IJ/a ss2'Oand 3·0 the total shear is increased 12 and 22 percent respectivelywhen the top is free instead of hinged, the maximum shear is increased butslightly, 2 percent at the most. The reason for this is that most of the increase in shear is near the top where the shears are relatively slDall.

2.3.5.2 The same procedure has been applied, for adjustment of unitshear at mid-point of the bottom, but in this case the greatest change resuIting from making the top free is at the mid-point where the shetar is largefor the hinged top condition. For example, for 6/(1=-3-0, the unit shearat mid-point of the bottom is 0-33 wal with hinged top but 0·45 Will withfree top. an increase of approximately one-third.

2.3.6 Although the shear coefficients given in Tables 7 and 8 are forwall panels with fixed vertical edges, the coefficients may be applied withsatisfactorv results to any ordinary tank wall, even if the vertical edges arenot fully fixed.

3. CYUNDRICAL TANKS

3.1 RID. Tea.loa .Dd Momeat. I. Wall.

3.1.1 WQIl with Fi:cld Bas' alld Free Top, Subject,d ItI 'Irian..Il"lor Loa«( Fi,. 3 ) - Walls built continuous with their footings arc sometime d~~iJtnf'cl

as though the base was fixed and the top free, although ~tri(·tJy ~p«,akinJ·

9

IS I 3370 ( Pan IV ) • 1967

the base is seldom fixed) but it is helpful to start with this assumption andthen to go on to the design procedures for other more correct conditions.Ring tensions at various heights of walls oC cylindrical tanks fixed at base,free at top, and subjected to triangular load are given in Table 9.lvloments in cylindrical wall fixed at base, free at tcp and subjected totriangular load are given in Table 10. Coefficients for shear at base ofcylindrical wall are given in Table II.

FlO. 3 WALL WITH FIXED BAsa AND FREE Top SUBJECTBDTO TltlANOULAR LOAD

3.1.2 Wall ,oi," Hinged Bas« and Fre« Top, Su6jteted 10 Triangular Load( Fig. 4 ) - The values given in 3.1.1 are based on the assumption that thebase Joint is continuous and the footin, is prevented from even the smallestrotation of kind shown exaggerated In Fig. 4. The rotation required toreduce the fixed base moment from lome de6nite val~ to, say, zero i. muchsmaller than rotations that may occur when normal settlement takes placein subgrade. It may be difficult to predict the behaviour or the subgradeand its effect upon the restraint at the base, but it is more reasonable toassume that the bale is hinged than &xed, and the hinged-based assumptiongives a safer design. Ring tensions. and moments at different heights orwall or cylindrical tank are liven in Tables 12 and 13 respective1r.. Coefficients fOr shear at base or cylindrical wall are given in Table 1 •

FlO. 4 WALL WITB HDlO&D BAIS AND Fa.B Top SUBJBCT&D TOTRIANGULAR LoAD

10

U I 3370 ( Part IV ) • 1967

3.1.2.1 The actual condition of restraint at a wall footing as in Fig. 3and 4 is between fixed and hinged, but probably closer to hinged. The comparison of ring tension and moments in cylindrical walls with the end conditions in 3.1.1 and 3.1.2 shows that assuming the base hinged lives conservative although not wasteful design, and this assumption is, therefore,generally recommended, Nominal vertical reinrorcement in the insidecurtain lapped with short dowels across the bue joinIS will 8uif"tee.

This condition is considered satisfactory for open-top ranks with wallfootings that are not continuous with the tank bottom, except that allowanceshould usually be made for a radial displacement or the footing. Such adisplacement is discussed in 3.1.5. If the wall is made continuous ttt topor base. or at both, the continuity..should also be considered. 'These conditions are given. in 3.1.6.

3.1.3 Wall wilh Hingtd Base ontl Fret Top, Subjttlld 10 Trapezoidal Load( Fig. 5 ) - In tank used for storage of liquids subjected to vapour pressureand also in cases where liquid surface may rise considerably a.bove the topof the wall, as may accidently happen in case of underground tanks) thepressure on tank walls is a combination of the triangular hydrostatic pressure plus unifonnly distributed loading. This combined pressure willhave a trapezoidal distribution as shown in Fig. 5, \vhich only representsthe loading condition, without considering the effect of roof which is discussed in 3.1.4. In this case, the coefficients for ring' tension l"ftay be takenfrom Tables 12 and 1(~. Coefficients for shear at the base ere given inTable 11. Coefficients for moments per unit width are given in Table 13.

Fro. 5 WALL WITB HmGED BASE AND FREB Top SUBJECTED·TO TRAPEZOIDAL LOAD

'.1.4 Wall wi'" S. APllied at Top (Fig. 6 ) - ~'hen the top of thecylindrical wall is dowelled to the roof slab, it may hot be. able to movefreely as assumed in 3.1.1 to. 3.1.3..W~en displacement is prev~tedJ !hetop cannot expand and the nng tension IS zero at top. rf T kg IS the ringtension at 0·0 H when the top is free to expand as in 3.1.3, the. value ofshcarY can .be found from Table .15 as bdow:

f'RT== -~H or

11

~ I II" ( Pan .IV ) • 1117

Y NT--x;-where

• - the coefficient obtained from Table 15 depending upon

h · HIt erauom

FlO. 6 WALL WITH SHaAR ApPLIBD AT Top

3.1.5 JVal1 with Shear Applied at Btu« - Data given in Table 15 mayalso be approximately applied in cases where shear is at the base of thewall, ~ in Fig. 7J which illustrates a case in which the base of the wall isdisplaced radially by application of a horizontal shear Y having an inwMI'ddirection. Wh~n the base is hinged, the displacement will be zero and thereaction on wall will be inward in direction. When the base is sliding,there will be largest possible displacement but the reaction will be zero

Fro. 7 WALL WITH SHEAR ApPLIBD AT BAsa

. .3.1_6 J.~rQll wit" ~\lonu~' Applied at ,Top - When the top of the wall andf~, ltl~.,1"oofsial) are made continuo~s as shown in Fig. 8" the deflection of the

roof will tend to rotate the top j(xnt and introduce a moment at the-top ofthe ".a11. In such cases, data in Tables 16 and 17 will be found usefulalthough they are prepared fO.f moment applied at one end of tile wall when

12

D I 3370 ( Pan IV ). 1117

the other is free. These tables may also be applied with good degree ofaccuracy. when the free end is hinged or fixed.

FlO, 8 WALL WITH ~fO"BNT ApPLIED AT Tor-

3.1.7 Data for moments in cylindrical walls fixed at base and free at topalad subjected to rectangular load are covered in Table 18, and the datafor momene in cylindrical wall, fixed at base, free at top, subjected to shearapplied at the top arecovered in Table 19.

3.2 Mo...t. i. Clftular Slab. - Data for moments in circular slabswith varioul edge conditions and subjected to different loadings are givenin Tables 20 to 23.. .

IS

II. JS7I ( Part IV ) • 1967

TAo.U 1 MOMENT coanCIENTS FOR INDIVIDUAL WALL PANEL.TOP AND BOTTOM lUNGED. VERTICAL ItDOEI FIXED

(CltlftS's 2_1, 2.•2 .nd 2.2.2 )

t-td .& hrighi (If tl-e wall y

6 - width of the \"all

UI - density of the liquid

Hnnlontal moment 'C:' l\f" It,.3

\'c(tical moment .;::: ~V~ Uta'

X0/4 x]« -':LO J' -= 6/1t .1 CI 6/2

""--~ r . -4f "-----,

~Iz .1,1. M. M. Me Mfl(1) ,1..: (:i; (.f.) (5) (6) (7). (8)~-OO I,!'. +0·035 +0·010 +0·026 +0·011 -0·008 -0·039

! :~ +0·057 +0-016 +0·044 +0·017 -0-013 -0-063·i.:4 +O-Oil +0·013 +0-041 +0-014- -0-011 -0-055

2-50 1;'.1 +0-031 ·...0·011 +0-021 +0·010 -0-008 -0-0381 .;.) +O-O~2 +0-017 +0'03& +0-017 -0,012 -0,062:~/4 +0-0+7 +0'015 +0-036 +0,014 -0,011 -0-055

2,00 1:4- +0·025 +0-013 ...·0·015 +0-009 -0'007 -0,0371/2 +0-042 ...·0·020 +0'028 .... O·Ol.~ -0-012 -0,059:i/4 +O'04J +0-016 +0'029 +0·013 -0-011 -0·053

1-75 li4 +0-020 ..·0-013 +0-011 +0·008 -0-007 -0·035li2 +0·03(. ...·0·020 +0-023 +0·013 -0-011 -0·057~~/4 +0·036 +0·017 +0'025 +0·012 -0-010 -0-051

1·50 1;4- +0-015 -~O·OI3 +0·008 +0·007 -0-006 -0'''321/2 ".O·()28 4--0-021 +0·016 +0·011 -0-010 -O·0~2~J/4 +0·030 +0·017 +0020 of0·011 -0,010 -0-048

1·25 J,.. +0·009 +0·012 +°0115 +0·005 -0-006 -0-0281/2 +0-019 -i-O-OI9 +0·011 +0-009 -0·009 -0-0453/+ +0·023 +0-017 .....0·014 +0-009 -0-009 -0,043

1·00 If4 +0'005 ~·O·~) -1-0,002 +0-003 -0-004- -0-0201/2 +0'011 1·0-016 'f-O-OOb +0-006 -0,007 -0-0353/~ +0·016 +0·014- +O'U09 ,"0-007 -0,007 -0-035

0·75 1/4 ·to-OOI .. O·OOtj -.. 0·000 +0·002 -0·002 -0·0121/2 +0·005 +0'011 +0·002 +0-003 -0,004 -0-0223'4 +0·009 +0·011 +0·005 +0·005 -0-005 -0'025

0·50 J/4- +0.000 +O-O,l.J fl-OOU ~·O'OOJ --·0·001 -0·005li2 +0-001 -+-0005 -1.0·001 +0·001 --0·002 -0'0103/4 +0'004 +0·007 +0·002 +OltOO7 -0-003 -0-(n4

14

IS I 337' ( Part IV ) • IM7

TABLE 2 MOMENT COERICIENTS .OR INDlVmVAL WALL PANEL.TOP I'REE. BOTrOM HINGED, VERnCAL EDGES nXED

(Claw,s 2.1, 2.2 and 2.2.2 )

II ~ height of the wanr-- 1--r-1-,

V

II ~ width of the \vall

W &: d~nsity of the liquid

Horizont•.J moment -= Atl. wa3

Vertic;al moment -= ~l. wa3

~ wa J..-X

bla Mia y=o y =: b/~ y 1m 6/2""'---~ A.-_~ A

~

M~ Itl. AI.JJ AI. M~ M"(1) (2) (3) (4) (5) (6) (7) (8)3·00 0 0 +0-070 0 +0-027 0 -0·196

1/4 +o-O:la +0·061 +0·015 +0-028 -0-034 -0-1701/2 +0·M9 +0·049 +0-032 +0·026 -0-027 -0,1373/4 +0·046 +0-030 +0-03-1- +0-018 -0-017 -0,087

2-50 0 0 +0·061 0 +0-019 0 -0-1381/4 +0·024 +0·053 +0·010 -+ 0-022 -0-026 -0·1321/2 +0·042 +0·044 +-0·025 +O-g22 - 0·013 -0,1153/4 +0·041 +0·027 +0-030 +0·016 -O-()16 -0-07R

2-00 0 0 +0·045 () +0·011 0 -O-O!tl1/4 +0-016 +0·042 +(1-006 +0·014- -0'019 ·-O-O~

1/2 +0·033 +0·036 +0-020 +0·016 - 0·018 -0-0893/4 +0·035 +0·024 +0-025 -f-O'014 -0,013 -0-065

1·75 0 ° +0·036 0 +0·000 0 -0-071l/i +0·013 +0-035 +0·005 +0-011 -0,015 -0,0761/2 +0'028 +0·032 +0·017 +0-014 -0-015 -0,0763/4 +0·031 +0·022 -+-0-021 +0-012 - 0-012 -0,059

1·50 0 0 +0·027 0 +0·005 0 -0·0.521/4 +0·009 +0·028 +O·OO:i +0·008 -0012 --0-0591/2 +0-022 +0·027 +0·012 +0·011 -0·013 -0·0633/4 +0·027 +0·020 +0·017 +0-011 -0'010 -0'0~2

1·25 0 0 +0·017 () +0·003 0 -0,0341/4 +0·005 +0·020 +0-002 +0-005 -0-008 -O'O"~1/2 +0-017 +0·023 +0·009 +0-009 -0·010 -0,0493j4 +0·021 +0-017 +0·013 +0·009 -0-009 -0-(»4

)·00 0 ° +0·010 0 +0·002 0 -0·0191/4 +0·002 +0·013 +0-000 +0·003 -0·005 -0-0251/2 +0-010 +0·017 +0'005 +0-006 -0-007 --0'0363/4 +0·015 +0·015 ;-0'009 +0-007 -0'007 -0'036

0·75 0 0 +0-005 0 +0·001 0 -0,0081/4 +0·001 +0-008 +0'000 +0-002 -0·003 -0'0131/2 +0·005 +0·011 +0-002 +0·004 -0·004 -0·0223/4 +0·010 +0·012 +0·006 +0·00+ -0-005 -0,026

0'';0 0 0 +0·002 0 +0·000 0 -O·OO:i1/4 +0'000 +0·004 +0-000 +0-001 -0·001 -0·0051/2 +0·002 +0·006 +0·001 +0-002 -0-002 -0,0103/4 +0-007 +0·008 +0·002 +0-002 -0·003 -0,014

15

IS: 3370 (P...t IV ).1167

TAaLE 3 MOMENT COEIYICIENTI POR INDIVIDUAL WALL PANEL,TOP FREE, aO'lTOM AND VERTICAL EDGBS nXED

( Clmu,s 2.1, 2.1.1,2.2 and 2.2.2 )

II - heisht of the wall

IJ ~ width of th~ wall

u' :: dt'n~il>· of the liquid

I Jori7onlal moment ~ AI. Will

\ (OrtiC'"al moment == AI. u'tI'

X

bltl xla .7- 0 ,,- 6/4 ~- 6./2"...___..A._~r---..A....----~

,-__----A.

~/. M. AI. M. M. M.

(I) (2) (3) (4) (5) (6) (7) (8)

:l·00 0 0 +0'025 0 +0·014- 0 -0-082

1/.- ..1-0·010 +0·019 +0·007 +0·013 -0·014 -0·071

1/2 +0·005 +0·010 +0·008 +0·010 -0·011 -0,055

3/4 -0'033 -0·004 -0·018 -0,000 -0,006 -0-028

1 -0·126 -0,025 -0,092 -0,018 0 0

2·50 0 0 +0·027 0 +0·013 0 -0,074

1/4 +0·012 +0·022 +0·007 +0·013 -0-013 -0·066

1/2 +0·011 +0·014- +0·008 +0·010 -0·011 -0-053

3'4 .. -0·021 -4),001 -0,010 -0·001 -0·005 -0·027

I -0,108 -0·022 -0-077 -0·015 0 0

2·00 0 0 +0·027 0 +0·009 0 -0·060I,.. +0·013 +0·023 +0·006 +0·010 -0,012 -0·059

)/2 +0·015 +0-016 +0·010 +0·010 -0-100 -O·ott

3/4 -0·008 ....0-003 -0·002 +0·003 -0-005 -0-027

J -().086 -0-017 -0-059 -0-012 0 0

( CMlillw4:

16

IS I 3370 ( Part IV ) • 1117

TAIIL& I IIOMDJT counclENTI .0. INDIVIDUAL WALL PANEL,TOP ...., BOtTOM ANI) VERnCAL UJGEI I1XED- CMItl

I,. ./. ,==0 .J == 6/4 J- 6/2~~ -A._~ A

M. M. M. M. M. M.

(1) (2) (3) (4) (5) (6) (7) (8)

1·7' 0 0 +0·025 0 +0·907 0 -0-0501/4 +0-012 +0·022 +0-005 +0-008 -0·010 -0·0521/2 +0·016 +0-016 +0·010 +0·009 -0·009 -O·Oj63/4 -0-002 -0·005 +0-001 -0·004 -0·005 -0-0271 -0-074- -0-015 -0·050 -0-010 0 °

I-50 ° 0 +0-021 0 +0·005 0 -0·0401/4 +0-008 +0·020 +0·004 +0·007 -0·009 -0-0+'Ifl +o.())6 +0-016 +0·010 +0-008 -0·008 -0-0423/4 -0·003 -0·006 +0·003 -0·004 -0·005 ...0-026I -0-060 -0·012 -O·Of) -0-008 0 0

1-25 0 0 +0·015 0 +0·003 0 -0-029

II· +0-005 +0-015 +0-002 +0·005 -0·007 -0-03'1/2 +0-014 +0·015 +0·008 +0·007 -0·007 -0-0'73/4 +0-006 +0·007 +0-005 +0·005 -0·005 -O-02fI -0-047 -0,009 -0·031 -0-006 0 0

1-0 0 0 +0·009 0 +0-002 0 -0·018

1'4 +€J.OO2 +0-011 +0·000 +0-003 -0-005 -0·0251/2 +0-009 +0-013 to-005 +0-005 -0·006 -0-0293/f +0·008 -0-008 +0-005 +O·oot -O·oat -0-0201 -0-035 -0·007 -0·022 -0-005 0 0

"75 0 0 +0·004 0 +0·001 0 -0-0071/4 +0-001 +0-008 +0-000 +0-002 -o-0d2 -0-0111/2 +0·005 +0·010 +0-002 +0·003 -0-003 -0-0173/4 +0-007 +0-007 +0-003 +0·003 -0·003 -0-0131 -Oe02t -0-005 -0-015 -0-003 0 0

0-50 0 ° +0-001 0 +0'000 0 -0-0021/4 +0-000 +0-005 +0-000 +0-001 -0-001 -().004

I

1/2 +0·002 +0-006 +0-001 +0-001 -0-002 -0-0093/4 +o-oot +0.00& +0-001 +0-001 -0-001 -0-0071 -0-015 -0-003 -0·008 -0-002 0 0

17

IS I 3370( Part IV ) • 1967

TABLE 4 MOMENT COEFFICIENTS FOR UNlI'ORM LOAD ONRECTANGULAR PLATE HINGED AT I'OUll EDGES

(Clauses 2.1.2 lind2.2.2 )

« all height of the wall

6 == width of the wall JW all density of the liquidHorizontal moment :a M. wei

Vertical moment - M. ~~I • '-

b/" )'==0r--------'----~

M. AI"

y -= /)/4-,--__ .A. ~

AI. M.

(I)

"00

2-00

1·75

I-50

1-00

0-75

0·50

(2)

1/.1/2

1/41/2

1/41/2

1/41/2

1/41/2

1/41/2

1/41/2

1/4J/2

1/-11/2

(3)

+0·089+0-118

+0-085+0·112

+0-076+0·)00

+0·070+0·091

+0·061+0-078

+0·049+0-063-

+0·036+0-044-

+0·022+0'025

+0·010+0'009

18

(4)

+0·022+O·Ol9

;. 0·021+O·Oi2

+C·027-+~O-037

-f 0·029+0-04-0

+0·031+0-043

+0·033+O-OH

+0-033+0·044

+0-029+0-038

+0·020+0-025

(5)

+0·077;-O-JOI

+0-070+0·092

-to'061+0·078

",·0-054+0-070

+0·047+0-059

+0-010+0-047

+0·027+0'033

+0'016+0-018

+0·007+0-007

(6)

+0·025-+-0-034

+0-027+0-037

TO-028+0-038

+0·029+0-059

+0·029+0-040

+0·029+0039

+0·027-+ 0·036

+0'023+0-030

+0-015+0'019

... ~-I· (1

)

S-OO

2-50

TA

Ka

5II

OII

DIT_

_ft

Ja

T....

wrr

aW

AL

U....

AT

TO

PA

JID

iiIN

UD

IA

T8

OT

I01

I

(a

-.

2.2

.2)

•..

hei

lht0

1th

ew

all

•-

wid

tho

fthe

wal

l

•-

clea

sity

orth

eli

quid

Hor

izon

talm

omen

t-

M.

waI

Ver

tica

lIJ

lOID

eIll

=-M•••

~~-~

A

t.,-0

~..".

~..i(

2z-

=t'/

4Z-

o'

•A

t•

,...

••

A,

r---

----

",

,,,&

.,

M.

M.

M.

~M

.M

.M

.M

.M

.A

I.

(2)

<'l(+

)(S~

(6)

(7)

(8)

(9)

(10)

(II)

(12)

I •0

0+

0-07

00

+(H

)27

0-0

-19

60

+0·

027

0+

0-07

0I

1/.

+0-0

28+

0-0&

1+

0-01

5+0

-028

-(H

)Jf

-0-1

70

+O

·()l

S+

0-02

8+

0-02

8+0

-0&

11/

2+

O-0

t9+O~

+0-

032

+0.

026

-0-0

27

-0-1

37

+O.cm

+0.

026

+0-

049

+O

-0t9

~

3/4

+o-o

t6+

0-03

01-

0-03

4+

0-01

8-0

·01

7-(

HJ8

7+

0-05

4+

0·01

8+

0-04

6+

0-03

0

r0

0+0

-073

0+

0-03

30

-().

I69

0+CH)I~

0+0

-057

lit

+0-

028

+Oe0

6S+

0.01

6+G

-OSS

-~O30

-0-1

51~0-009

+0·

014

+0.

022

+0-0

50~

1/2

+(H

M9

.0·0

50

+0-

033

+0.

fJ29

-0-0

25-0

-1!6

+0

..02!

+0-

017

+0·

041

+0-

043

~

S'4

+0-

016

+0-0

30+

0-03

7+

0-02

0-0

-01

7-O

-o&

f+

0-02

9+

0-01

4+

0-04

0+

0-02

7J ..

(~)

!

T.Y

LB

5M

OM

EN

TC

O..

...C

IEN

TI

FO

ilT

AN

Ka

WIT

!IW

AU

.Sn

EE

AT

TO

P.- •

AN

DlU

NG

ED

AT

Ila

lTO

M-O

IIII

tl..

'I·./.

6/.=

-3'0

it

4,

.7==

0.1

-=6/

4.1

==6/

2z=

-e/4

~==O

......

f....

•f

-A.

---.

,A

~,

#t

.1t

"'"•

~M

.M

.M

.M

.M

eM

.M

.·M

.M

.M

.(1

)(2

)(3

)(4

)(5

)(6

)(7

)(8

)(9

)(1

0)(1

1)(1

2):l

2-00

·0

P,-

0-07

5°

+0-

039

0-0

-14

60

-0-0

05

0+

0·03

1~

1/4

+t...

.tf9

+U

·065

+0-

017

+0-

056

-0,0

27

-0·1

33

+0·

002

-0-0

02

+0-

013

+0·

032

.......

1/2

+0-

050

+0-

051

+0·

035

+0-

052

-O-O

2!-0

,11

3+

0-01

6+

0'00

5+

0-03

0+

0-02

9•

3/4

+0-

046

+0-

031

+0-

037

+0'

021.

-0,0

16

-0,0

78

+0·

022

+0-

008

+0

'03

4+

0'0

20

..1·

750

0+

0·07

60

+0-

041

0-0

·13

70

-0-0

18

°+

0-01

4-!

1/.

+0·

029

+0-

065

+0·

018

+0-

038

-0·0

25

-0-1

25

-0·0

03

-0-0

12

+0'

007

+0·

018

1/2

+0-

050

+0-

052

+0

'03

6+

0·03

3-0

,02

1-0

·10

6+

0'01

1-·

0·00

3+

0'0

23

+0'

020

3/4

+0-

046

+0-

031

+0-

037

+0

'02

1-0

·01

5-0

-07

4+

0·01

8+

0-00

4+

0-02

7+

0·01

51·

50

0+

0-07

70

+0-

043

0-0

-12

90

-0-0

33

0-0

·00

6

NI-

501/

4+

().0

35+

0-01

0+

0-02

7+

0'01

1-0

,00

7+

0-03

5+

0-00

7+

0·00

6+

0'01

4+

0·01

30

1/2

+0·

057

+0'

015

+0

·04

5+

0-01

7-0

-01

1-0

·05

7+

0·01

5+

0·01

0+

0'02

7+

0-02

03/

4+

0-05

1+

0·01

3+

0·04

2+

0'0

14

-0·0

10

-0·0

51

+0·

019

+0'

011

+0·

029

+0-

017

1·25

00

+0-

078

0+

0·04

50

-0·1

22

0-0

,05

20

-0-0

31

1-25

•1/

4+

0-03

5+

0-01

0+

0-02

7+

0-01

1-0

-00

6-0

·03

2+

0·00

3+

0·00

3+

0·00

8+

0·01

11/

2+

0-05

7+

0-01

5+

0·04

6+

0·01

7-0

-011

-0·0

53

+0·

008

+0·

006

+0·

011

+0·

017

3/4

+0'

051

+0·

013

+0

·04

2+

0·01

4--0

·01

0-0

·04

8+

0'0

13

+·0

·008

+0·

021

+0·

016

1·00

00

+0

07

90

+0'

047

°-0

·11

80

-0-0

7'4

0-0

·06

0l.o

G1/

4+

0-03

5+

0·0

10

+0-

027

+0-

011

-0·0

06

-0·0

29

-·0

·001

+0-

000

+0·

002

+0·

008

1/2

+()

.()5

7+

0-01

5+

0-04

6+

0-01

7-0

-01

0-0

-04

8+

0·00

2+

0·0

02

+0·

007

+0·

014

3/4

+0-

051

+0·

013

+0

·04

3+

0'01

4--0

-009

-0-0

44

+0·

007

+0·

004

+0-

013

+0

·01

30-

75°

0+

0'0

79

0+

0-04

70

-0·1

20

0-(

).09

80

-0-0

920.

751/

4+

0-03

5+

0'01

0+

0·02

8+

0·01

1-0

·00

5-0

·02

5-0

·00

3-0

·00

5-0

·00

2+

0·00

11/

2+

0·0

57

+0

'01

5+

0·0

46

+0

·01

7-0

,00

8-0

·04

2-0

·00

3-0

·00

5-0

·00

1+

0·00

73

/4+

0'0

52

+0·

013

+0

·04

3+

0-01

4-0

·00

8-0

·03

9+

0-00

2-0

-00

2+

0·00

6+

0-00

7().

SC)

00

+0-

078

0+

0-04

70

-0·1

30

0-0

·12

60

-0-1

23

0-50

1/4

+0-

036

+0

·01

0+

0-02

8+

0-01

1-0

-00

4-0

-021

.J..O

-Q04

-0-0

11-0

-00

5-0

·00

81/

2+

0'0

57

+0

·01

5+

0-04

7+

0·0

17

-0-0

07

-0-0

35

-0-0

07

-0·O

J6-0

1l0

6-0

-01

03/

4+

0-05

2+O

e013

+0-

043

+0-

014

-0-0

07

-0-0

53

-0·0

04

-0·0

10

-0-0

01-0

-00-

1(

C.,

bU

lltl)

TA

aa

5..

....

....

0W

i.-.rn...

T....

WII

BW

AU

a....

AT

TOIP

-~

__

AT

8O

ftO

II-C

MIt

I

,,.-I·

'/.-.z

2-5

,4

•.7

-0~-"4

,,-61

2~-'14

z-o

•.

•t

""9

,,.

•t

rA•

t•

•M

.M

.M

.M

.M

.M

.M

.M

.M

.M

.

(I)

(2)

(3)

(4)

(5)

(6)

~)(8

)(9

)(1

0)(I

I)(1

2)

2-50

09

+0-

061

0+

0-0

19

0-0

-158

0+

0-01

9°

+0-0

&1

1/4

+H

24

+0-

053

+0

-01

0+

0·02

2-0

-026

-0-1

32+

0-01

0+0

-022

+00

024

+H5S

1/2

+CH

M2

+0-

044

+0-

025

+0-

022

-().

023

-0-1

15

+0-

025

+0-

022

+0

-0.2

+CH

Mt

3/4

+CH

MI

+0-

027

+0-

030

+0

-01

6-0

-01

6-0

-078

+0-

030

+0-

016

+0-

011

+0-

027

to24

00

0+

0-0

65

0+

0-02

60

-0·1

18

0+G

-OO

S0

+0e

0SI

~

1/4

+0-

025

+(H)

55+

0-01

2+

0-02

7-0

-023

-0-1

13

+0-

005

+0-

006

+O-O

J5+0

e0S7

1/2

+O

·Of3

+O

·(H

6+

0-02

8+

0-02

5-0

·02

0-0

-102

+0·

018

+0-

011

+0-

052

+G-O

SSS/

4+

0-04

2+

0-02

8+

0-03

1+

0-01

8-0

-01

4-0

-070

+0-

023

+0-

011

+H

34+

(MJ2

2

1-75

00

+0-

0&7

0+

0-03

0°

-O-I

OS

0-0

-006

0..L

CHJ2

5•

+0-

025

+0-

057

+0-

013

+0

-03

0-0

-021

-0-1

04

+CH

)OI

-CH

J02

+0-

010

+0-

026

•1/

4

I1/

2+

0-04

4+o

-cM

7+

0.0

29

+0-

027

-0-0

19

-0·0

96

+0-

013

+G-O

Of

+0-

025

+H

253/

4+C

HM

S+

0-02

8+

0-03

3+

0·01

9-0

-01

3-0

e066

+0-

019

+CHJ

08+

0-02

9+

0-01

9~

I-SO

00

+0-

068

0+

0-03

50

-0-1

00

0-O

-OJ8

0+C

HJ08

I1/

4+

0-02

6+

0451

+0-

01.

+Oe0

32-0

-01

9-0

-09

7-(

;-00

3-0

-012

+o-o

ot+

0-01

3:f

1/2

+CH

M5

+0-0

+7+

0-03

0+

0-02

9-0

-01

8-0

'"+0

-008

-0-0

02+

0-01

7+

0-01

7~

3/.

+CH

MS

+0-0

29+

CH

)M+

0-01

9-0

-013

-0-0

63

+O-Ol~

+CHJ

OI+

H2

4+

0-01

5•

(Caa

,i.')

i

Td

LB

5M

OM

EN

TC

OE

IftC

IEN

TI

FO

RT

AN

KS

wrn

rWA

LlS...

AT

TO

P;; ..

AN

DlO

NG

ED

#.T

IIO

TrO

M-

Com

tl

=,I.

.,..,.=

2·5~

r-4

,•

.1--

0.,:

=11/

4.1

='/2

z..,

/4z=

o!

t~

•r

.A,.

A,

,A

'I,

A,

M.

M.

M.

M.

M.

M.

M.

M.

M.

M.

=! ~(I

)(2

)(3

).

(4)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

(12)

• ...1-

250

0+

0-06

90

+0

·0'5

0-0

-092

0-0

-03

0°

-0-0

10

!1/

4+

0-02

6+

0-05

9+

0-01

5>+

0·03

4-0

·01

8-0

-08

9-0

·00

6-0

·02

4-0

·002

-0·0

03

1/2

+D

-0t5

+0-

048

+0-

031

+0-

031

-0·0

16

-0·0

82

+0-

003

-0-0

12+

0·00

8+

0-00

731

4+G

-OM

+0·

029

+0-

034

+0·

020

-0·0

12

.-0

·05

9+

0-01

1-0

·00

2+

0·01

8+

0·00

8.

~1·

000

0+

0·07

00

+0-

037

0-0

·08

70

-O·M

S0

-0-0

32N

1/4

+0·

026

+0-

060

+0

·01

5+

0·0

36

-0·0

17

-0-0

83

-0·0

10

-0·0

36

-0·0

08

-0·0

21

1/2

+0

-0t6

+O

·0f8

+0-

031

+0·

032

-0·0

15

-0·0

77

-0-0

03

-0·0

21

-0·0

01

-0·0

08

5/4

+0·

044

+0-

029

+0·

033

+0·

021

-0·0

11

-0·0

56

+0·

006

-0-0

08

+0·

011

-0·0

00

0-75

00

+0·

070

0+

0·03

80

-0·0

82

0-0

·06

20

-0·0

55

->Il

f+

0·02

5+

0·06

0+

0-01

5+

0·03

1-0

-01

6-0

-07

8-0

·01

4-0

·05

3-0

-01

4-0

-04

2

1/2

+0·

045

+0·

047

+0·

030

+0·

032

-0·0

14-

-0-0

71

-0·0

08

-0·0

35

-0·0

09

-0·0

25

3/4

+0·

043

+0·

029

+0·

033

+0

·02

0-0

·01

1-0

-05

4+

0·00

2-0

·01

6+

0-00

3-0

-011

0·50

0°

+0

·06

90

+0·

039

0-0

·08

0°

-0-0

810

-0·0

80

l/f

+0-

025

+0·

059

+0-

014

+0-

038

-0-0

15

-0·0

75

-0·0

19

-0·0

72

-0·0

19

-0·0

681/

2+

O-o

M+

0·04

6+

0-02

8+

0-03

2-0

·014

--0

·06

8-0

-01

4-0

·05

6-0

,01

7-0

·04

8

3/4

+0·

04-2

+0·

028

+0·

032

+0-

019

-0·0

10

-0,0

52

-0·0

03

-0-0

30

-0·0

02

-0-0

26

(CM

lil&w

tl)

...~

5II

OII

DIT

OW

Jiii

Cii

iNft

....

..~

WIl

lIW

AU

.&....

AT

Ta

P£

Ie.....

AT

8D

n'O

II-c.M

,/-a/

-".

-=2-

0,

A•

.7a&

O~-'/4

~=c.(2

z:a~/·

z~O

,•

,f

+.,

.....,.

A,

tA

•M

.M

.M

.~

M.

M.

M.

M.

M.

M.

(I)

(2)

(5)

(f)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

(12)

2,00

0P

+00f~

0+

0-01

10

-0-0

910

+0-

011

0+G

-Of5

l/t

+0

01

6+O

eOf2+O~

+0-

01+

-0-0

19

-0-0

94+

0-0

06

+0-0

14-

+0-

016

+0-0

421/

2+

0e03

3+

O-0

S6+

0.-

0.+

0.01

6-0

-01

8-0

-08

9+

G-0

20+

(H)1

6+o

-os:

t+0

-036

SJ4

to-0

36+

0-02

4+~-025

+0-

014

-0-0

13

-0-0

65

+~025

+0-

014

+0-

056

+0-0

24

a1-

750

0·+

0-0

48

~+

0-01

50

-0-0

810

-0-0

010

+(H

)S2

114

+~1?

+0

e0t4

.+0-

007

+~-OI7

-0·0

17

-0-0

85

+CHJ

03+0

-00&

+0-

012

+(H

)S2

1/2

+...

+0-

038

+C

Hrl

l+

0-01

9-0

-01

7-Q

-08!

+0-

015

+0-0

1'1

+0-

027

+G-0

Z95/

4+1

)-036

+~-024

+~·p25

'+0

·01

5-0

-01

2-0

·06

1+

0-02

0+

0-01

2+

O.a

31+G

-021

J-5O

G8

tG-05

0.

0+

0-01

90

-:-0

072

0-M

IO0

+0

01

8

•1/

4+~J8

+0-

046

+O

.(J0

8+

0-02

1-0

-0J5

-;-0-

077

+0

-00

0-0

-002

+0-0

07+

0-02

0-

,I

1/2

+0-

035

+0

-03

9+

0-02

2+

0-0

2)

-0-0

15-0

-97

6+

0-00

9+

0-00

++0

-020

+O-~

3/4

+(H

)!6

+0-

025

+0-

026

+0-

016

-()o

012

-00

58

+C

HU

6+

0-00

1+0

-025

+0.0

17.....

.1-

25q

0+

0-05

20

+0-

025

0~

0-0

-021

0--

Ha

Or

1/4

+0-

009

+0-

048

+0

-00

9+

0·02

4--

lHU

t-O

«i8

-0-0

02-0

-01

5+

0-00

1+

H0

51/

2+

o-o2

S+0

-0'-1

"'+~3

+0-

025

-0-0

14

-0-0

&9

+0-

005

-0-0

0++

0-01

1+

0-01

2

=-3

/.+0

-026

+0.

025

+0·

_+

.0-0

17--

0-01

1-o

-ost

.+

0-01

1+

H02

+0-

016

+0-

011

."",

. •(G

'It)

I

.11 ..

TA

aU

5II

OII

&N

T_

lOll

TA

NK

IW

ITH

*A

U..

lI1

lIZ

AT

TO

P-w

AN

DII

ING

BD

AT

.alT

OII

-c:

..Mi ~

".-I·

6/..

.2-0

.,•

sA

.--

,.:l

..1

-0"..

6/4

~~6/2

~==tI4

~=O

~,

A•

I•

,r

..,.

A

••

Ae

,M

...

M.

M•

M.

M.

AI.

M.

M.

M.

.'A

I......

, • ....(1

)(2

)(3

)(f

)(5

)'(6

)(7

)(8

)(9

)(1

0):

(11)

(12)

I ---1-0

00

0+

0-05

40

+0-

027

0-0

-058

0-0

·03

70

-0·0

23

1/4

+0-0

19+

0-05

0+

0·0

10

+0-

027

-0-0

12-0

-06

2-0

-00

5-0

-02

5-0

-00

5-0

-01

3

=1/

2+(

).OS7

+0-

042

+0

·02

4+

0-02

5-0

·01

3-0

-064

-0-0

00-0

·01

5+

0·00

1+

0-00

0

3/4

+0·

037

+0

·02

6+

0-02

7+

0·01

8-0

-01

0-0

-051

+0·

006

-0·0

06

+0·

008

+0·

004

0·75

00

+(H

)5.5

0+

0-03

00

-0-0

58

0-0

-04

90

-0-0

44-

1'4

+0-

018

+0-

051

+0-

011

+0·

029

-().

OI2

-0-0

62-0

-009

-0.0

40

-0·0

10

-0-0

31

1/2

+00

038

+O

'M!

+0-

025

+0-

026

-0,0

12

-0·0

62

-0·0

05

-0·0

29

-0·0

07

-0-0

15

3/4:

+00

037

+0·

026

+0

·02

7+

0·01

8-0

·01

0-0

-04

9+

0·00

2-0

·01

5+

0-00

1-0

-00

4

0-50

00

+O~4

0+

0-03

00

-0-0

650

-0-0

640

-0-0

61

1/4

+0-

018

+0·

052

+0·

011

+0-

029

-0·0

14-

-0-0

68

-0-0

12

-0·0

56

-0-0

14

-0-0

51

1/2

+0·

038

+0·

044

+0

·02

5+

0·02

5-0

..013

-O·O

M-0

-01

0-0

-045

-0-0

12

-Q-0

S4

5/4

+G-0

37+

0-02

6+

0-02

6+O

.Q17

-0-0

10

-0-0

50-0

-003

--0-

026

-(M

)()4

0-C

Hi1

8

(~)

La

'_

_~_~

--

TA

aLB

5II

OID

NT

_nm

.TA

IIID

wrr

aW

AU

l....

AT

TO

PA

ND

IIIN

GB

DA

T~-c.M

,/-a/

·6/

_..1

'5s4

-.,

.1==

0.1

==6/

4.1

==6/

2~-'I•

z-=

o,

A:

.,•

,,-

-.,

.,A

tI

•+

•M

.M

.-

M.

M.

.M

.M

.M

itM

.M

.N

.

(I)

(2)

(3)

(+)

(5)

(6)

(1)

(8)

(9)

(10)

(11)

:(12)

.

1·50

00"

+0·

027

0+

0-00

50

-0-0

520

+0-0

050

+0.

027

1/4

+0·

009

+0-

028

+O~3

+0'

008

-0,0

12

-O-Q

Sg+

0-0

03

+0-0

08+

0-00

9+

0-02

81/

2+

0-0

22

+0·

027

+0·

012

+0·

011

-000

15-0

,06

3+

0-01

2+

0·01

1+0

-022

+0·

027

3/4

+0'

027

+0·

020

+0'

017

+0·

011

-0·0

10

-0-0

52

+00

017

+0-

011

+0-

027

+0-

020

1-25

00

+0

'0'1

0+

0-00

80

-O·M

S0

-0-0

050

+0·

0)J

N1/

4-+

0·01

0+

0-03

1+

0-00

5+

0-0

12

-0-0

10

-0-0

50

+0·

001

..0-

001

+O-O

CM+

0-01

5c..

.1/

2+

0-02

4+

O.(

)!O

+0-

014

+0·

014

-0·0

11

-0,0

56

+0-

007

+0-

006

+0-

014

+0-

020

3/4

+0·

027

+0-

021

+0

-91

8+

0·01

2-0

-01

0-0

·04

8+

0-01

5+0

e006

+0'

018

+0-

016

1·00

00

+0-

035

0+

0-01

30

-0,0

38

0-0

,01

60

-0-0

061/

4+

0-01

1+

0·03

4+

0-00

6+

0·01

6-0

,,008

-0,0

+2

-0,0

02

-0,0

10

-0,0

01

+0'

001

1/2

+0

..025

+0-

052

+0·

015

+0-

017

-0·0

10

-0·0

49

+0-

002

-0,0

03+

0·00

6+

0'01

0

•3/

4+

0·02

8+

0-02

2+

0-0

19

+0-

014

-0-0

09-0

,04

5+

0·00

8'+

0·00

2+

0·00

9+

0'01

0-

0·75

00

+0·

038

0+

0-01

60

-0,0

34

0-0

,02

40

-0.0

19

I1/

4+

&01

1+

0-0

56

+0

..007

+00

018

-0,,0

08-0

·03

8-0

-005

-0-0

20

-O'O

Of

-0-0

131/

2+

0-02

5+

00

35

+0-

016

+0

-01

9-0

-008

-0-0

42

-0-0

02-O

.o!4

-0,0

01-<

HJC

K3/

4+

0-0

28

+0-

022

+0·

019

+0·

015

-0,0

08

-O·()

4.1

+0-

003

-0-0

07+

0·0

02

+0·

001

~ i0·

500

0+0

-040

"0

+0-

017

0-0

·03

60

~O-O30

0-0

,02

81/

4+

0-01

0+

0-03

7+

0·00

7+

0-01

9-0

,008

-O·(

K()

-0·0

08

-O'O

Sl

-0·0

07-0

-027

1/2

+0·

024

+O·O

:M+

0·01

7+

0-02

0-0

·00

9-0

·()f

4-0

-006

-0,0

27

-0-0

06-8

-020

~3/

4+

0·02

8+

0·02

2+

0-01

8+

0-01

6-0

-008

-0,0

40

-0,0

02

-0-0

18

-0-0

04-0

-010

'-' •

(C

MIi

tMI)

.. 'I

TA

III&

I1

I0I&

IftC

OD

iKlD

l'n

lOa

TA

NK

SW

ITII

WA

LU....

AT

TO

PI -

AN

DII

DIG

BD

AT

ao

n'O

M-

CM

III

B-/-

-/-4/

.=:)

-0,..,.

,A

n,

I,7~O

,7-=

'/4;1

==6/

2z=

='/4

~..

o•

*',

r-A

sr\

r-£

.,.,A

"

••

,..,•

M.

M.

M.

M.

M.

M.

M.

M.

M.

M.

:a ~(I

)(2

)(3

)(4

)(5

)(6

)(7

)(8

)(9

)(1

0)(1

1)(1

2)• ...

1·00

00

+(H

)10

0+O

w00

20

--0-

019

0+

0-00

20

+0-

010

!1/

4+

0-00

2+

0·01

3+

0-00

0+

0-00

3-o-oo~

--0

02

5+

0-00

0+

0-00

3+

0-00

2+0

-C)l3

1/2

+0-

010

+0-

017

+0-

005

+0-

006

-0-0

07-0

-03

6+

0-00

5+0

-00&

+0-

010

+0-

017

•3/

..+

0-01

5+(

).(us

+0-

009

+0-

007

-O.Q

07-0

-03

6+

0-00

9+

0-00

7+

0-01

5+

0-01

5

0-75

00

+0-

016

0+

0-00

70

--0,

013

0-0

-00

40

+0-

003

IJ.

+0-

003

+0-

017

+O

.oD

l+

0-00

8-0

-00

4-0

·02

0-0

-001

-0·0

05

-0-0

01+

0-00

3

1/2

+0·

011

+0-

020

-rO

.a06

+0·

009

-0-0

07

-0,0

3)

+0·

002

-0-0

01+

0-00

5+C

HJ0

7

3/4

+0-

016

+0-

014

+0·

009

+0-

009

-0-0

06-0

-03

2+

0·00

4+

0·00

2+

0-00

9+

0-00

8

0-50

00

+0'

020

0+

0·01

]0

-0·0

110

-0·0

07

0-0

-00

5

1/..

+0-

003

+0·

018

+0-

001

+0-

010

-0·0

04

-0,0

18

-0-0

02-0

·01

2-0

-00

3-0

-007

1/2

+0-

012

+0-

016

+0·

008

+0·

010

-().

006

-0·0

32

+0·

001

-0·0

09

+0-

002

-0·0

05

3/4

+0-

017

+d·

OJ3

+0-

010

+0·

009

-0·0

06

-0·0

31

+0-

002

-0-0

05

+0·

006

+0-

001

TA

aL

E'

MO

ME

NT

CO

D'iC

IIIN

TI...

TA

NK

IW

IllI

WA

LU

IIIN

GE

DA

TT

OP

AN

DM

nT

OII

(aa

.2.2

.2)

•-

heig

htof

the

,,·al

l

,-

wid

thof

the

wal

l

~-

dens

ityof

the

liqu

id

Hor

izoD

talm

omea

t-=

M•..

.

Ver

tica

lm

omen

t..

AI....

c/_

-I.6,..

.Sil

I--

-~

7-0

"..6

'4:1

-'12

Z-."

z-o

N•

.....,.

.....,

,",

",

..,

,-A

,~

M.

M.

M.

M.

AI.

M.

M.

II.

M.

~

(I)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

(II)

(121

'·00

1/4

+0·

035

+0-

010

+0-

026

+0-

911

-0-0

08-0

-03

9+

0-02

6+

0-01

1+

0-01

5+(

).OlO

I1/

2+

0-05

7+

04

16

+O

-oM

+0-

017

-G-C

)!!

-0-0

65

+CH

M4

+0

01

7+

0-05

7+

00

16

314

+<H

J51

+0

-01

'+C

HM

I+

0-01

4-0

-01

1-0

*055

+O-G

4!+

0-01

4+

0-05

1-t-

O-o

15•

2-50

1/4

+D-O

SS+

0-01

0+

0-02

6+

0-01

1-0

-00

8-0

-03

9+

0-02

1+

0-01

0+

0-03

1+

0-01

1I

112

+0-

057

+0-

016

+0-

044

+0.

017

-0-0

12-0

-062

+0-

036

+0-

017

+0-

052

+0-

017

~

3/4

+0-

051

+0-

613

+CH

MI

-0-0

14

-0-0

11-0

-05

5+

0-03

6+

0.01

4+

0-01

7+

0-01

4

i2-

00l/

t+

0-03

5+

0-01

0+

0-02

6+

CH

)l1

-<H

JOB

-0-0

38

+0-

015

+0-

010

+<

Hl2

5+

0-01

51/

2+

0-05

7+

0-6

16

+O·C

M5

+0-

017

-0-8

12-0

-0&

2+0

-028

+0-

015

+-CH

MS

+0-G

20~

314

+0-

051

+0-

013

+CH

M2

+0-

014

-CH

)11

-0-0

54

+O

CI

+8-

0IS

i-CH

MI

+0-0

1&~

•(~)

.. !

T......

MO

IIIN

TC

GU

iKD

NT

I.0

.T

AN

KS

wrr

sW

.AL

UII

ING

BD

AT

TO

PII -

AN

DB

OT

I'O

Jl'

-c..~

Ici

aat

.6/

,,==3

-0.....

--4

.,

r,,--

0.1

==6/

4;1

::=6/

21

-./4

~==O

i+

,t

,+

,,

vA

•I

r4,

tA

,M

.M

.M

.M

.M

JIM

.M

.M

,M

.M

.:a .....

,(I

)(2

)(3

)(4

)(5

)(6

)(7

)(8

)(9

)(1

0)(1

1)(1

2)• ...

1-75

1/4

+0-

035

+0

-01

0+

0-02

7+

0·01

1-0

·00

7-0

·03

7+

0-01

1+

0-00

8+

0-02

0+

0-01

3I

lrl

+0-

057

+0-

015

+0

-04

5.....

.0-0

17-0

-01

2-0

·06

0+

0-02

1+

0-0

13

+0-

036

+0-

020

3,'4

+0-

051

+0-

013

+0·

042

+0·

014

-0-0

11

-0-0

53

+0

-02

"+

0·01

2+

0-0

36

+0·

016

I-50

1/4

+0-

035

+0-

010

+0-

027

+0-

011

-0·0

07

+0-

035

+00

007

+0·

006

+0

-01

4+

0-01

31/

2+

0-0

57

+0

-01

5+

0-0

45

+0-

017

-0-0

11-0

-05

7+

0-C

U5

+0

-01

0+

0-02

7+

0-02

0~

3/4

+0-

051

+0

-01

3+

0-0

42

+0-

014-

-0-0

10

-0-0

51

+0

-01

9~O·OII

+0

-02

9+

0-0

17

CD

1-25

1/-1

+0-

055

+0

-01

0+

0-0

27

+~Oll

-0-0

06-0

-032

+0-

003

+0'

003

+0-

008

+0·

011

1/2

+(H

)57

+0

-01

5+

0-04

6+

0·01

7-0

-01

1-0

·OS3

+0-

008

+0-

006

+0-

017

+0-

017

3/4

+0-

051

+0-

013

+o-

ot2

+0·

014

-0-0

10

-0-0

48

+0-

013

+0'

008

+0-

021

+0-

016

1-00

1'4

+0-

035

+0

-01

0+

0-0

27

+0·

011

-0,0

06

-0'0

29

-0-0

01+

0-00

0+

0-0

02

+0-

008

1/2

+0·

057

+0-

015

+0-

046

+0·

017

-0-0

10

-0-0

t8+0

-002

+6-

002

+0-

007

+0·

014

3/4

+0

..051

+0

-01

3+

0·04

3+

0·01

4--0

-00

9-O

.()f

4+

0-00

7+O

-QO

t+O

-Gt3

+0·

013

0-75

•1/

4+

0·03

5+

0-0

10

+0-

028

+0·

011

-O-OO~

-u-0

25-O

-OO

S-0

-005

-0-0

02+

0-00

11/

2+

0-05

7+

0-01

5+

0-04

6+

0·01

7-0

-008

-0-0

42-0

-003

-0-0

05-O

-()(

n+

0-00

7"4

+0-

052

+0

-01

3+

0-0

+3

+0-

014

-0-0

08

-0·0

39

+0-

002

-0-0

02+

0-00

6+

0-00

7

0-50

1/4

+0-

036

+0-

010

+0-

028

+0-

011

-0-0

04

-0-0

21-0

-004

-0-0

11-0

-005

-0-0

081/

2+

0-05

7+

0-01

5+

O-(

M7

+0-

017

-0-0

07

-O-o~S

.-0

-00

7-0

-016

-0-0

06-0

,01

03

/4+

0-0

52

+0-

013

+o-

ot3

+0·

014

-0-0

07

-0-0

53

-O-O

M-0

-010

-0-0

01

-HO

t

(~)

TA

Ka

.1

10.

....

.C

O&

iiiC

lllN

ftfta

TA

NK

SW

ITB

WA

Lta

IIIN

GB

DA

TT

OP

AN

DM

rnO

II-

e.u

I1/

../-

i/.=

2·5

,.....

•.1

-=0

.1==

6/4

.1-=

'/2z=

-e/t

1:-

0,

-As

•I

.....\

,•

•I

-+\.

..,

AI.

M.

M.

M.

M.

M.

M.

M.

M.

M.

(I)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10~

(11)

(12)

2-50

I,.+

.03

1+

0-01

1+

0-02

1+

8-01

0-8

-00

8-o

-osB

+0·

021

+0·

010

+0-

031

+0-

011

1/2

+0-

052

+0·

017

+0-

036

+0-

017

-0·0

12

-0-0

62+

0-03

6+

0-01

7+

0·05

2+

0-01

7S/

4+

(H)f

i+

0·01

5+

0-05

6+

0·0

14

-0·0

11

-0·0

55

+0-

036

+0-

014

+0-

0+7

+~-o15

2-00

1'4

+0·

031

+0-

011

+0-

021

+0-

010

-0-0

08

-o-o

sa+

0·01

5+

0-00

9+

0·02

5+

0-01

21/

2+

0-05

2+

0·01

7+

0-03

6+

0-01

7-0

·01

2-0

·061

+0-

028

+0·

015+O~

+0-

020

S/4

+G-C

M7

+0-

015

+0-

036

+0·

014-

-0-0

11-0

-05

4+

0·02

9+

0-01

3+

O-(

Ml

+0-

016

1-75

1/+

+0

·03

2+

0-01

1+

0·02

1+

0·01

0-0

·00

7-0

-037

+0-

011

+0-

008

+0·

020

~O12

:81/

2+

0·05

2+

0.01

8+

0·03

7+

0·01

7-0

·01

2-0

-0.1

)9+

0-02

2+

0·01

3+

0·03

5,f{

J·02

13

/4+

0·04

7+

0-01

5+

0·03

6+0

-014

--0

-011

-0-0

53

+0-

024

+0-

012

+O.Q

35+1

)-01

7I·S

O1/

4+

0·0

32

+0·

011

+0·

022

+0-

010

-0-0

07

-0-0

35+

0-00

7+

0-00

&+

0-01

4+

0-01

31/

2+

0-05

2+

0-01

8+

0-03

7+

0-01

7-0

-01

1-0

-05

7+

0·01

5+

0-01

0+

0-02

7+

0-02

13/

4+

0·04

7+

0·01

5+

0-03

6+

0-01

4-0

-01

0-0

-051

+0-

019

+0·

010

+0-

029

+0-

017

1-25

1/4

+0-

032

+0-

011

+0-

023

+0-

010

-0-0

06

-0·0

32

+0-

003

+O-O

CM+

0-00

7+

0-01

21/

2+

0-05

3+

0-01

8+

0·03

8+

0-01

7-0

-011

-0·0

53

+0

«1

8+

0-00

7+

0-01

8+

0-01

9II

3/4

+0-

048

+0·

015

+0-

038

+0-0

14-

-0·0

10

-0-0

48

+0-

01+

+0-

008

+0-

022

+0

·01

6-

1-00

1/4

+0-

032

+0-

011

+0

-02

'+

0-01

1-0

-00

6-0

·02

8-0

-001

+0-

000

+0·

002

+0-

008

I1/

2+

0-05

3+

0-01

8+

0·03

8+

0-01

7-0

-010

-0-0

48

+0-

002

+0-

002

+0-

007

+0.

Q14

3/4

+0-

048

+0·

015

+0-

038

+0-

015

-0-0

09

-O-O

M+

0-00

7+

0·00

4+

0-01

3+

0-01

3/fII

IIIfa

0·75

1/.

+0-

033

+0-

011

+0

·02

.+

0-01

1-0

-005

-0-0

24

-0-0

03

-0·0

05

-0-0

02+

0-00

2

i1/

2+

0·05

4+

0-01

8+

0-03

9+

0·01

7-0

-00

8-0

·04

1-O

·OO

!-0

-005

-0-0

00+

0·00

53/

4+

O-0

f9+

0·0

15

+O

-fb8

+0-

015

-0·0

08

-0·0

39

+0·

000

-0-0

02+

0·00

6+

0-00

60-

501'

4+

0-03

3+

0·01

2+

0-02

4+

0·01

1-0

-00

4-0

-021

-0-0

0+

-0·0

11-0

·005

-o-o

os~

1/2

+0-

054

+0-

018

+0-

040

+0-

017

-0-0

07-0

-035

-0·0

07

-0·0

16

-0-0

06-(

HU

O...,

Sit

+CHK

9+

0·01

5+

0-03

9+

0-01

5-0

-00

7-0

-0,.

-0-0

04-0

-010

-0-0

01-0

-004

•C

c..

-..)

i

TA

Ka

I..-.r

OU

U.......

1G

IlT

AII

IEIw

rra

WA

LL

a......

AT

....

..

AII

DII

On

Oll-c.-

I

,,. (1)

2-00

1-75

I-50

1-25 I" .75

0-50

-/- (2)

1'4 112

Sit

1/4

1/2

3/4

1'4

1/2

Sj4 114

1/2

5/4 114

1/2

Slf 1/4

112

514 I" 112 S/4

I'.-

21

J...A

...-

r~---

.1-0

--'-'I

f.I

rs'/2

~~J4

~-O·

FvA

\'

•.,

,.,"

+"

..,

M.

At.

M.

M.

M.

M.

M.

M.

M.

M.

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

.(I

I)(1

2)

+O-G

Z5+

0-0

.5+O

-CU

S+C

HJ09

-0-0

07-0

-037

+0-

015

+0-0

09+

0-02

5+

0-01

3+

0-cM

2+C

MJ2

0+C

Mrl8

+O.c

J15

-0-0

12-0

-059

+0-

028

+0-

015

+G

-Ot2

+0-0

20+C

HM

O+

1-01

6+

0-02

9+

0-01

3-0

-011

-0-0

53+

0-02

9+O

eOIS

+O·C

MO

+0-

016

+0.

025

+0-

813

+0-

015

+0-

009

-0-0

07-o

-os&

+H

l1+

0-00

8+0

-020

+0-

013

+lH

M2

+CH

J20

+0-

028

+O-C

US

-0-0

12

--0-

058

+0-

022

+0-

013

+0-

035

+0-

021

+O

-otO

+0-

016

+0-

029

+1-

013

-0-0

10--

G-0

52+

0.e2

4+

0·01

2+

0-03

5+

0-01

7

+O~

+0-(

»11

+0-

016

+(H

J09

-0-0

07-(

H)3

4+

0-00

7+0

-00&

+0-

014

+0-

013

+O-c

MS

+CH

t20

+0.

028

+0-

015

-0·0

11~.()S6

+0·

015

+0-

011

+0·

027

+0-

021

+lH

Ml

+0-

016

+0-0

29+

0·01

3-0

-01

0-0

-05

0+

6-01

9+

0-01

0+

0-02

9+

0-01

7

+0-

026

+0

.01

'+

0-01

6+

0-01

0-0

-006

~032

+0-

003

+0-

003

i..0

-007

+0-

011

+C).O

tS+

0-02

0+

0·02

9+

0-01

5-0

-010

--()

·052

+0·

008

+0-

007

-f.6

-018

+0·

()J9

+0-

011

+Oe0

16+

0-03

0+

0-01

3-0

·01

0...

..()-

(M8

+0-

013

+0-

008

+0-Q

21+

0-01

6

+0-

026

+0·

Cn5

+0-

017

+0.

010

-0-0

06-0

-02

8-0

·001

+0-

000

+0-

002

+0-

008

+O

.oM

+0e

020

+0-

030

+0-

016

-0·0

09

-0-0

46

+0-

002

+O.()

02+

0·00

7+

(H)1

4+

o-o

tl+

0-01

6+

0-03

1+

0·01

4-0

-009

-0-0

44

+0-

007

+0-

004

+0·

013

+0-

013

+0-

G27

+0-

013

+0-

018

+0·

010

-0-0

05-0

·02

4-0

-003

-O·O

M-O

~()(

)J+

0-00

2+

O-0

t5+

0-02

0+

0·03

1+

0-01

6-0

-00

8-0

-04

0-0

-002

-O.()

(M+

0-00

0+

0-00

5+

0-01

2+

0-01

6+o

-os2

+0-

014

-0-0

08-0

·04

1+

0-00

2-0

-002

+0-

005

+0-

008

+0-

G27

+.0

13

+0-

019

+0

..010

-O-O

CM-0

-021

-O-O

Of

-0-0

10-o

-oM

-0-0

07+O

-CM

6+

O.Q

2O+O

-OSS

+0-

017

-0-0

07-0

-03

4-0

-00

6-0

-015

-0-0

06-0

-00

9+

CH

K2

+0-

016

+tH

132

+8-

015

-04

07

-G-O

S7-0

-003

--0-

010

-0-0

02-o

.oos

(0

."#)

I • I ,.. r ~ ..., •• .. !

TA

aI:

IM

OM

EN

TC

OB

Frl

ClD

lnP

Oll

TA

NK

Sw

rra

WA

LU

BIN

GB

DA

TT

OP

AN

D1

I01

TO

M-

CoI

IIII

e/_

./-6/

_==1

-5,-

----

A

.1a=

O~=6/4

:1=

6/2

,..,

/4&=

-0•

A.,

.....,

...,

fA

s..

t...

.I...

•A

I.M

.M

.M

.M

il•'4

.M

.M

.M

•M

.

(I)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

(12)

1·50

1/4

+0

-01

5+

0-0

13

+0-

008

+0-

007

-0-0

06

-0-0

32+

0'00

8+

0-00

7+

0-01

5+

0-0

13

1}2

+0

-02

8+

(H)2

1+

0·0

16

+0-

011

-0-0

10

-0-0

52

+(H

U6

+0-

011

+0-

028

+0-

021

9/4

+0

-03

0+

0-01

7+

0-02

0+

0-01

1-0

-01

0-0

-048

+0-

020

+0-

011

+0-

030

+0-

017

e.e-

1-25

1/4

+0

-01

6+

0-0

15

+0-

009

+0

-00

8-0

-006

-0-0

29+O

.aoc

+O.c

J04

+0-

009

+0-

012

...1/

2+

0-02

9+

0-02

1+

0-0

17

+0-

012

-0-0

10

-0-0

49

+0-

009

+0-

008

+0-

018

+0

-01

93

/.+

0-03

0+

0"01

7+

0·02

0+

0·01

2-0

,00

9-0

-0+

5+

0-01

++

0-'"

+O

'02!

+0-

016

1-00

1/4

+0

-01

6+

0-0

13

+0

-01

0+

0-00

9-0

,00

5-0

-025

+0·

000

+0-

001

+0

·00

3+0

-008

1/2

+0

-03

0+

0-02

1+

0-0

19

+0

·01

2-0

-009

-0-0

43+O

-OO

S+

0-00

3+

0-00

8+0

-014

-81

3/f

+0-

031

+0-

017

+0-

021

+0-

013

-0-0

08-0

,04

1+

0-00

8+

0-00

5+

0-01

4+

0-01

4-

0-75

1/4

+0

-01

8+

0-0

14

+0-

011

+0-

010

-0,0

04

-0-0

21-0

-00

2-0

-003

-0,0

01

+0-

002

I1/

2+

0·03

2+

0-02

2+

0-02

1+

0·01

4--C

HJ0

7-0

-03

6-6

-002

-0-0

0t

+0.

001

+0-

005

3/4

+0-

032

+0-

018

+0-

022

+0·

014

-0-0

07

-O·O

S6

+0·

002

-0,0

00

+O.()

()6

+0-

008

,... i0-

501/

4+

(H)2

0+

0-01

6'+

0-01

3+

0·01

2-0

-00

3-0

·01

7-0

-003

-0·0

09

-0·0

04

-0·0

06

1/2

+0

·03

5+

0·0

24

+0-

023.

+0-

018

-0·0

06

--0·

031

-0-0

06

-0·0

14

-0·0

05

-0-0

07-

S/4

+0·

034

+0

-02

0+

0'.0

24+

0-01

6-:O

eOO

7-0

-03

3-0

-003

-0-0

08

-0·0

01-·

0-00

1~~

•(C."'~)

... I

.......

IIO

IID

ITC

OU

laa

aN

n.a

.TA

NK

Sw

rra

WA

LL

IIII

NG

BD

AT

TO

PA

ND

IIO

TfO

M-C~

IS

,,. (I)

14

0

.75

-/- (2) I~ Ilf

I~ l~

,/.-=

1-0

vA

,,-

0.1

-614

Jra

6/2

z-,/

4z-O

'••~r

rA"

-4"

""'",.

4,

AI"

~A

I.M

.II

.~l.

M.

M.

M.

M.

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

(12)

+H

05

+CH

J09

+1-

002

+CH

JOS

-0-0

04-0

-020

+0-

002

+0·

003

+0-

005

+0.

009

+0-

011

+&

016

+G-0

06+

0-00

6-0

-007

-0-0

35+

0-00

6+

0-00

6+

0-01

1+

0-01

6+

1-01

6+

0-01

5+C

HJ0

9+

0·00

7-0

·007

-0-0

35+

0-00

9+

0-00

7+

0-01

6+

0-01

5

+,.

+0-0

10+

HO

S+O

eOOl

-o-O

OS

-0-0

16+

0-00

0+O

.aoo

+0-

001

+0-

005

+0-

011

+0-

017

+0-

008

+0-

008

-0-0

06-0

-029

+0-

001

+0-

001

+0-

005

+CHJ

09+

0-01

7+

M1

6+C

HU

O+C

HJ0

8-0

-006

-0-0

31+

0-00

4+

0-00

5+~008

+0-

010

II .. ~ ,... l ... ~ ~ • !

.50

l/t

+0

00

7+

0-01

1+0

-005

+0-

006

-0-0

02

-0-0

10

-0-0

02

-0-0

05-0

-003

-0-0

0211

2+

0-01

5+

0-01

8+

0-01

0+

(M)I

O-O

-OO

f-0

-021

-0-0

03

-0-0

07

-0-0

03

-0-0

02li

t+

0-0

'1+

0-01

6+

0-01

2+

0-01

0-0

-005

-0-0

26-0

-001

-o-o

M-0

-000

+O.Q

OI

x--IW

Q~

TA

BL

E7

IIIE

AIl

AT

ED

GE

SO

PW

AL

LP

AN

EL

HIN

GE

DA

TT

OP

AN

Da

oT

TO

M

'rPas

lJ2.

3.1,

2.3.

3,2.

3.3.

2,2.

3.4.

2.3.

4.1

...

2.3.

6)

t-f

.!.

f----1

i,

I~y

IC

l

~ w

6/4 ..L

I1

25

10In

fial

lV

(I)

(2)

(3)

(4)

(5)

(6)

(7)

Mid

-poi

ntof

bott

om+

0-14

07u

a!

+0

·24

19

wa2

+0

·32

90

u:(J

2+

0·33

33lt

al

ed~e

--

Co

me

rat

bott

omed

ge-0

·25

75

UlQ

I-0

·43

97

werl

-0·5

83

3Ulfl~

--

-0·6

00

0UJ

a2M

id-p

oint

orfix

edsi

de+

().1

280

lDdl

+0·

2582

ual

+0·

3604

wert

...ed

ge-

-+

0·3

912

W(I

'J•

Low

erth

ird-

poin

tof

..si

deed

ge+

0·1

73

6w

at+

0·31

13

a,,1

+0·

402

3ID

dI-

-+

0·41

16

",.1

t:L

ower

quar

ter-

poin

t+

0·1

91

9".'

at+

0·3

15

3w

eiCI

ofsi

deed

ge+

0-39

04

UNJ2

--

+0·

3980

fHl

Tot

alat

top

edge

0-00

00ID

a"0-

005

2rD

tll 6

0-05

38

_1

60

·12

03

,..'

0·14

35

",.1

60·

166

7W

GIb

""'"T

ota1

ofb

otto

med

ge0·

0480

w.~b

0·09

60

".•2

60

·18

18

U/tl

1 60·

2715

,..'

0·30

23

".1

60·

533

3""

,..

rT

ota

lat

one

fixed

side

T~t

allf

our

edae

s0-

226

0a"

,16

0·19

9..

&W

It,

0·13

22

UN

lt60

·05

41

,.1

.0·

O'L

7I-="

G-2

75..

.•0-

500

0w

II16

0·50

00

,.1

600

500

0,.

16

0·50

00

rvc'

60·

500

0IIM

I60-

5000

...,

~N

OT

a1

-N

epti

Ye

sip

iDdi

cata

that

reK

tio

aac

tsin

dire

ctio

no

floa

d.....,

No

n2-.

-D

easi

tyo

tdle

liqu

id.

• ...·B

ltim

ated

.!

II .. s o ~ ." I ~ .., • !

¥

x

'RE

f

TA

B1

B'

IIIE

Atl

AT

BD

Ga

01

'WA

LL

PA.N

BL

PaE

BA

.TT

OP

AN

DS

ING

ED

AT

BO

TrO

M·

(a--

2.3.

2.2.

S.4,

2.3.

4.1.

2..It

541

tJ2.

3.6

)

r--l

=t

-l---

, II,.~

I1

23

·C

It .,.

(1)

(2)

(S)

(4)

(5)

Mid

-poi

ntof

bo

tto

med

p+

0-14

1".

z+

0-24

2w

as+

().S

8w

"'t+

0-45

watt

Com

eror

bott

omed

F-0

-258

lIJtIJ

.-0

-+40

IIIt

lt-0

-58

3,.

.-0

-590

".s

Top

ofD

zed

side

cd

pw

.rl

+O

-o10

:Nt

+0

..100

II1CZ

S+

0-16

5aN

'M

id-p

oint

orb

ed

ride

edge

:+-0

-128

JNI

+0-

258

INZ

+0-

375.

411

+C

H0

6'"

Low

erth

ird.

poin

tols

idee

dge

+0-1

7411

:41'

+0-

311

UN

l2+

0-4

06

"'02

+0

-41

6,.

.

Low

erqu

arte

r·po

inlo

t,id

ecd

ee+

0-19

21

Hz

+0·

315

waS

+0-

390

UJ(

j2+

0·39

8..

.T

ota

lat

bott

omed

geO

e048

IIIc*

60-

096

w.26

0-20

4",

.:J

6-28

6~6

Tot

alat

one

fixed

side

edge

0·22

6..t

~0-

202

UN

il60·

148

wri

0-10

7,.

'6T

oW

atal

lfou

redg

eso-s

ooaN

260-

500

w.:

b0-

50011

1~6

Qe5

00an

a6

NO

TE1

-11

1S

&D

ensi

tyo

fthe

liqu

id.

Nam

2-

Dat

aar

ede

rive

dby

mo

dify

ing

valu

esco

mpu

ted

for

wal

lshi

ng,a

da

tto

pan

dbo

ttom

.

-Neg

ativ

elip

iDdi

cata

tha

trea

ctic

Dae

llin

clire

etio

noC

load

_tT

hi!v

alue

coul

dD

Ot

beat

imai

cdu

;cu

ra.t

cly

beyo

aclt

wo

deci

mal

plac

es_

TA

BL

E9

TE

NS

ION

INC

laC

OL

All

JUN

GW

AL

L,

IIX

ED

BA

SE,n

mE

TO

PA

ND

SU

BJE

CT

TO

TIl

LU

IOU

LA

aL

OA

D(C

lau

3.1.

1)

TC

I:Q

>eJ

lici

cnt

XIIJ

HR

kr/m

H2

COE~FrCIENTS

AT

PO

INT

Iii

A~

, 0-0

80

-IH

().2

H0

·3H

().4

H0

-5H

0-6

HO

·1H

O-S

H0·

9H

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

to+

0·13

4+

0·12

0+

0-10

1+

0·08

2+

0·0

66

+0·

049

+0-

029

+0·

014

+0-

004

UI

0·++

0-14

90·

8+

0·26

3+

0-23

9+

0-21

5+

0·10

9+

0-16

0+

0·13

0+

0·09

6+

0·06

3+

0·03

4+

0·0

10

1·2

+0-

283

+0-

271

+0-

254

+0-

234

+0-

209

+0

'18

0+

0·14

2+

0-09

9+

0·05

4+

0-01

61-

6+

0-26

5+

0·26

8+

0·26

8+

0·2

66

+0

·25

0+

0·2

26

+0

18

5+

0-13

4-+

0·07

5+

0-02

32-

0+

0·23

4+

0-25

1+

0-27

3+

0·28

5+

0-28

5+

0-27

4+

0-23

2+

0·17

2+

0·10

4+

0'03

1

3·0

+0·

154

+0-

203

+0·

267

+~322

+0-

357

+0-

362

+0-

330

+0-

262

+()

.157

+0·

052

m4-

0+

0-06

7+

0'1

64

+0-

256

+0-

339

+0-

403

+0·

429

+0·

409

+0-

334-

+0·

210

+0-

073

.. w5-

0+

0-02

5+

0-13

7+

0-24

5+

0·34

6+

0-42

8+

0-47

7+

0·46

9+

0'39

8+

0·25

9+

0·09

2w

600

+0-

018

+0-

119

+0·

234-

+0-

344

+0-

441

+0-

504-

+0·

514-

+0-

447

+0-

301

+0-

112

Cl8·

0-0

0001

+0-

104

+0-

218

+0-

335

+0-

4+3

+0-

53"-

+0

·57

5+

0·53

0+

0·38

1+

0'15

1~

10-0

-0·0

01+

0·09

8+

0-20

8+

0-32

3+

0-43

7+

0-54

2+

0-60

8+

0-58

9+O·~O

+0-

179

~J2

.()

-0-0

05+

0-09

7+

0-20

2+

0-31

2+

0-42

9+

0·54

3+

0-62

8+

0·63

3+

0'49

4-+

0·21

1:l

1.·0

-0-0

02+

0-09

8+

0-20

0+

0·50

6+

0-42

0+

0·5

39

+0-

639

+0-

666

+0-

541

+0'

241

:a16

·00·

000

+0·

099

+6-

199

+0·

304

+0-

412

+0-

531

+0·

641

+0-

687

+0·

582

+0·

265

NO

TE1

-_

-Der

uit

yoC

tile

liqu

id.

...., • ...N

arz

2-

Pos

itive

lip

iDcl

icat

Cit

e:D

lioo.

II

TA

aLB

.IM

OII

BN

TII

NC

lUN

DlU

CA

LW

AL

L,I

DB

DIW

IBJJI

lEB

TO

PA

ND

II -It

mjB

OT

TO

'I'IU

AN

GU

IAIl

LO

AD

i(a..

3.1.

1)~ I

~Ioment-Coellicientx

wH

Ikg

m/m

~lla

I~1

... -e~

• .. IC

OU

PIC

DtN

TI

AT

Pon

rr-a

HI

.4""

]5;r-

Q.9

HO

·IH

0e2H

OeS

HO

·4H

OeS

H0e

6H0

-7H

0-8

Hle

ON

(I)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

{9}

(lO

)(1

1)

c. eft

0-4

+0·

0005

+0

·00

14

+0·

0021

+0·

0007

-0·0

04

2-0

,01

50

-0·0

30

2-0

,05

29

-0·0

81

6-0

·12

05

0·8

+0-

0011

+0·

0037

+0·

0063

+0·

0080

+0·

0070

+0·

0023

-0·0

068

-0,0

024-

-0·0

46

5-0

·07

95

1·2

+0·

0012

+0·

0042

+Q'O

O77

+0·

0103

+0·

0112

+0·

0090

+0·

0022

-0,0

10

8-0

,03

11

-0·0

60

21-

6+

0·00

11+O

·()(H

.l+

0'00

75+

0·01

07+

0·01

21+

0·01

11+

0·0

05

8-0

,00

51

-0·0

23

2-0

·05

05

2·0

+0·

0010

+0·

003:

>+

0·00

68+

0·0

09

9+

0·01

20+

0·0

11

5+

0·0

0'5

--0

,00

21

-0,0

18

5-0

,04

36

3·0

+0

·00

06

+00

024-

+0·

0047

+0'

0071

+0·

0090

+0·

0097

+0·

0077

+0·

0012

-0·0

11

9-0

,03

33

4·0

+0·

0003

+0·

0011

)..£

..O·()

()28

+0·

0047

+0

'00

66

+0·

0077

+0·

0069

+0·

0023

-0-0

08

0-0

·02

68

5·0

+0·

0002

+0

·00

08

+0·

0016

+0·

0029

+0

·00

46

+0·

0059

+0·

0059

+0'

0028

-0·0

05

8-0

·02

22

6·0

+0·

0001

+o·OOO~

+0-

0008

+0·

0019

+0·

0032

+O

·0C

k6+

0·00

51+

0·0

02

9-0

·00

41

-0·0

18

78·

0u-

eeoo

+0·

0001

+0·

0002

+0·

0008

+0

·00

16

+0

·00

28

+0·

0038

+0·

0029

-0·0

022

-0·0

146

)0-0

0·ססOO

o.oce

o+

0-00

01+

0·0

00

4+

0·00

07+

0·00

19+

0·00

29+

0·00

28-0

·001

2-0

,012

212

·00·ססOO

-0·0

00

1+

0·00

01+

0'00

02+

0-00

03+

0'00

13+

0·00

23+

0·00

26-0

-00

05

-0·0

UK

14-0

0-ססOO

oooo

e0-ססOO

0-ססOO

+0-

0001

+0-

0008

+0

·00

19

+0·

0023

-0-0

001

-0-0

090

16-0

0-ססOO

o-oee

o-0

-000

1-0

-000

2-0

·00

01

+0·

0004

+0·

0013

+0-

0019

+0·

0001

-0·0

07

9

NO

Ta

1-

ID=

=D

ensi

tyof

the

liqu

id.

No

n2

-PO

Iitiv

esi

gnin

dica

tC'S

tens

ion

onth

eou

tsid

e.

lSI S370(Put 1V)-IN7

TAIILB 11 III&AIt AT BAlE OP CYLINDRICAL WALL

(Cla.ru 3.1.1, 3.1.21U1t13.1.3)

{

.HI kg ( triangular )

• - ~fficient X 18ks ( rectangular )

MIN'q (moment at bue)

III TalANOULAa RItCTA.'tfOULAll TRIANGULAR OR MOIONT

Di LoADFIUD LoAD PlxaD RECTANOULAa LoAD ATBAI& B.ua HINoan B.u& Eoo.&

0·4 +().436 +0·755 +0'245 -)·58

0-8 +0·374 +0-552 +0-234 -1-75

1·2 +0·339 +0-460 +0·220 -2·00

1-6 +0·317 +0-407 +0-204 -2·28

2eO +0'299 +0·370 +0'189 -2-57

S-o +0·262 +0·310 +0·158 -9-18

"'0 +0·236 +0-271 +0-137 -3,68

5·0 +0·213 +0'243 +0·121 -4-10

6-0 +0·197 +0'222 +0-110 -4-+9

8-0 +0·174 +0·193 +0·096 -5·18

10-0 +0·158 +0·172 +0·087 -5-81

12·0 +0·145 +0-158 +0-079 -6-38

14-0 +0-135 +0-147 +0'073 -6-88

16-0 +0·127 +0-137 +0·068 -7-36

NOTa 1 - • - Denaity or the liquid.

Noft 2 - Positive lip indicates shear acting inward.

37

TA

JIL

a11

T-

Coe

f6ci

eDt

Xw

HR

q/m

(

I .. B ~ r =! 'wi' • ... I -..

~II

IC

oam

eJD

mA

TP

oD

IT

Iii

'o-O

H0

-IH

0-2H

o-'H

&4

H....

O-S

H0-

6H0-

7H0-

8H0-

9H'

(I)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

0-4

+0-

474

+0-

440

+()

e395

+0-

352

+0·

308

+0-

264

+0

'21

5+

0-16

5+

0-11

1+

0-05

70-

8+

0-42

3+

0-40

2+

0-38

J+

0-35

8+O

·3SO

+0-

291

+0-

249

+0

'20

2+

0·14

5+

0-07

61·

2+

0-35

0+

0·35

5+

0-36

1+

fl.3

62+

0·35

8+

0·34

2+

0-30

9+

0·25

6+

0·18

6+

0-09

81-

6+

0-27

1+

0·30

3+

0-34

1+

0-36

9+

0-38

5+

0-38

5+

0-36

24-

0-31

4+

0-23

3+

0-12

42-

0+

0-20

5+

0-26

0+

0·32

1+

0-37

3+

0·41

1+

0-43

4+

0-41

9+

0·36

9+

0-28

0+

0-15

1

3·0

+0-

074

+0-

179

+0-

281

+0-

375

+0-

449

+0

..506

+0-

519

+0·

479

+0-

375

+0-

210

4-0

+O-G

17+

0-13

7+

&25

3+

0-36

7+

0-46

9+

0·54

5+

0·57

9+

0-55

3+

0-44

7+

0-25

65-

0-0

-008

+O

-H4

+0-

235

+0-

356

+0-

469

+0-

562

+0-

617

+0·

606

+0-

503

+0-

291

6-0

-0-0

11

+0-

103

+0-

223

+0-

343

+0-

463

+0-

566

+0-

639

+0-

643

+()

.5f7

+0-

327

8-0

-0-e

n5

+0-0

96+

0-20

8+

0-52

4+

0-44

3+

0-56

4+

0-66

1+

0-69

7+

0-62

1+

0-38

6

10-0

-0-0

08

+0·

095

+0-

200

+0-

311

+0-

428

+0·

552

+0-

666

+O

·i30

+0·

678

+0-

433

12-0

-0-0

02

+0-

097

+0-

197

+0-

302

+0-

417

+0-

541

+0-

664

+0-

750

+0-

720

+0-

477

14-0

(H)(

)()

+0-

098

+0·

197

+0-

299

+0-

408

+0-

531

+0-

659

+0-

761

+0-

752

+0-

513

16-0

+0-

002

+0-

100

+0-

198

+0-

299

+0-

403

+0-

521

+0-

650

+0-

764

+0-

776

+0-

536

NO

ft1-.

:II:

Den

sity

oft

heliq

uid_

No

n2

-P

olit

ive

siga

indi

cate

ste

nsio

n.

T.A

Bl&

ISII

OII

EN

TII

NC

YU

ND

lUC

AL

WA

LL

,lO

NG

ED

BA

SE,

'RE

ET

OP

AN

DS

UB

JEC

TT

OT

RA

PE

ZO

mA

LL

OA

D(

CU

VS

IS3.

1.2

cand

3_I.

3)

~R~

,f r

I

Mom

ent

=C

oeff

icie

ntX

(IIJ

Ha

+pH

")k

gm

/m

L~,

L..

...=

==

_l_

1:_;

..Jt'P

I-.w

H--I

(Jl

1C

OE

FF

ICIE

NT

SA

TP

OIN

T

DI

f.A

-t"

.)O

-IH

0-2H

0-3H

0-4H

O-S

H0

-68

0·7

H0-

8H0-

9HI·O

H.:J

(1)

(2)

(3)

(of)

(5)

~6)

(7)

(8)

(9)

(10)

(11)

0-4

+0-

002

0+

0·0

07

2+

0·01

51

+0

-02

30

+0-

030

1+

0·03

48

+0

·03

57

+0·

031

2+

0·0

19

70

0·8

+0·

001

9+

0·0

06

..+

0·0

13

3+

0·0

20

7+

0-02

7J

+0-

031

9+

0·0

32

9+

0·0

29

2+

0-01

870

1-2

+0·

001

6+

0-0

05

8+

0·01

1I

+0

'01

77

10

·02

37

+0

·02

80

+0-

029

61-

0·02

63+

0·01

1J

01-

6+

0·00

12

+0

·00

44

+0·

009

I+

0-0

14

5+

0·0

19

5-f

-0·0

236

+0

·02

55

+0

,02

32

'+

0·0

15

5°

;2·

0+

0·00

09

+0·

003

3+

0-00

73

+0

·01

14

+0

01

58

+0

'01

99

+0·

021

9+

0·0

20

5-J

-O-O

t45

0..

3·0

+0·

000

4+

0·00

18

+0-

004

0+

0'0

06

3+

0·0

09

2+

0·0

12

7+

0·0

15

24-

0'01

53+

0·01

1I

0tl

4·0

+0·

000

I+

0000

07

+0-

001

6+

0·0

03

3+

0-00

37

+0

'00

83

+1)

·010

9+

')·0

118

+0·

009

20

~

5·0

0·00

00

+0

·00

01

+0

·00

06

+0

·00

16

-+0

-00

34

+O

-()(

\57

+0

·00

80

+0

-00

94

-+0-

007

80

0

6'0

0·00

00

+0

·00

00

+0

·00

02

+0-

000

8+

0-0

01

9+

0·0

03

9..,

.0-0

062

+0·

007

8+v

·OO6

80

,.....

80

0-00

00

+0·

000

0-0

·00

02

+0·

0000

-+-0

·000

7+

0·0

02

0f-

0'00

38+

0·0

05

7+

0·0

05

40

:10

·00·

0000

0'0

00

0-0

,00

02

-0-0

00

1+

0·0

00

2+

O-Q

l,ll

+0

·00

25

-+'0

-004

3+

0·0

04

50

;l12

-00·

0000

0-00

00

-0-0

00

1-0

·00

02

0-00

00·+

0·00

05

+0-

001

7+

00

03

2+

0-0

03

90

...14

·00·

0000

0-00

00

-0·0

00

J-0

-00

01

-0-0

00

I0

·00

00

-t0·

001

J.+

00

02

6+

0·00

33

0--=

16·0

0-00

000

·00

00

0·00

00

-0·0

00

1-0

,00

02

-0·0

00

4+

0-0

00

8+

0·0

02

2+

0-00

2!I

0..

.,; •

NO

TEI

-",

-=D

ensi

tyo

fth

eli

quid

,...

NO

TE

2-

Pos

itiv

esi

gnin

dica

tes

tens

ion

onth

eOUt51d~.

I --a

TA

BL

E15

TE

NS

ION

INC

IRC

UL

AR

lUN

G,n

xE

DB

AS

E,

FR

EE

TO

.WIT

HS

IIE

AIl

'f"

PE

aM

ET

RE

AP

PL

IED

AT

TO

P(Clau'~J

3.J_

4and

3.1

.5)

v~

---

I,.~

tr:

::C

oeff

icie

ntX

JlR

IHk

gim

tH

!.C

OE

FF

ICIE

NT

SA

rP

OIN

T.

IJI

t-A

.,

..O

·OH

O·I

HO

·2H

O·3

HO

·4H

O·S

HO

·6H

0·7

H0

·8H

0·9

H

--(J

)(2

)(3

)(4

)(5

~\6

)(7~

(8)

(9)

(10)

(11)

0·4-

-1,5

7-1

,32

-1,0

8--

08

6-0

·65

-04

7-0

·31

-0,1

8-0

·08

-0·0

20·

8-3

-09

-2,5

5-2

·04

-15

7-1

,15

-0·8

0-0

,51

-0,2

8-0

-13

-0-0

31'

2-3

-95

-3,1

1-2

,44-

-1,7

9-1

,25

-o-e

i-0

·48

-0'2

5-0

·10

-0-0

2J

6-4

-57

-3'5

4-2

60

-)-8

0-}·I

i-0

-69

-0,3

6-0

,16

-0-0

5-0

,01

2·0

-5·1

2-3

'83

-2·6

8-1

,14

--1

,02

-0-5

2-0

,21

-0,0

5+

().O

l+

0·01

II3·

0-6

,32

-4,3

7-2

·70

-),

43

-0,5

8-0

'02

+0

·15

+0

·19

+0

'13

+0

·04

-4·

0-7

·34

-4·7

3-2

·60

-1,1

0-0

,19

+0

·26

+0·

38+

0·33

+0·

19+

0-06

g5·

0-8

·22

-4·9

9-2

,45

-07

9-+

0·11

+0

'41

+0

·50

+0

·37

+0

·20

+0

·06

C'O

-9·0

2-5

'17

-2,2

7-0

'50

+0

·34

+0

·5Q

-'-0·

53+

0·35

+0

·17

+0

·01

~

8·0

-10

·42

-5·3

6-1

·85

-0·0

1..L

O·6

3+

0'6

6+

0·4

6+

0·2

4+

0·0

9+

0·0

1

i10

·0-1

1·6

7-5

,43

-1,4

3+

0·3

6+

0·78

..J...O

·62+

0·3

3+

0·1

2+

0'0

20·

00J2

·0-1

2.7

5-5

'41

-1,0

3T

O·6

3-1

-0·8

3+

05

2+

0,2

1+

0·0

4-0

,02

0·00

14-0

-13

·77

-5,3

4-0

·68

+0

·80

+0

·81

-:-0

·42

+0

130·

00-0

,03

-0,0

1~

16

0-1

4·7

4-5

·22

-0-3

3+

0·9

6+

O·i

6+

0·32

.J-O

·05

-0,0

4-0

·05

-0-0

2N

OT

a--

POSI

ti\"e

sign

indi

cate

ste

nsi

on

...., •

-\\'

ben

this

tabl

eis

UIe

dfo

rsh

ear

appl

ied

atth

ebu

eaw

hile

the

top

isfix

efi t

O'O

Bis

the

bott

omo

fthe

wal

laD

dI-

ON

iIth

e...

top.

She

arac

ting

inw

ard

ispo

sitiv

e,ou

twar

disnqative~

II

TA

aLB

I'

'tBN

IIO

II1N

aaC

lJU

ll--lt

INa.

HIN

GE

DII

AIB

,,..

-to

Pw

rra

MO

IID

IT...

•M

ET

IlB

,••

.Aft

UB

DA

TlI

AR

-(a

..

3.1.

6)I" ~ I

,_C

oeili

c:ie

:a_

Xf,IR~

H2

ks/m

[j~~

-'-0

• •...

!M

HI

eo

aft

1C

l&N

Tl

AT

PO

INT-

D'

,A

..o-

OH

O'IH

0-2H

0-3

HO

·4H

0-5H

0-6

H0-

7H0

-88

&9

N~

(I)

(2)

(3)

(4r)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

(H

+2·

70+

2·50

+2·

90+

2-12

+1·

91+

1-69

+1-

41+

1·13

+0-

80+

H4

0-8

+2-

02+

2-06

+2·

JO+

2-14

+2

·10

+2·

02+

1-95

+1·

75+

1·39

+0·

80)-

2+

1·0

6+

1·42

+1-

79+

2-03

+2·

46+

2.a

5+

2-8

0+

2-60

+2-

22+

I-S7

1-6

+0-

12+

0-79

+1-

43+

2-0

4+

2-72

+9·

25+

3·56

+5·

59+

3·13

+2-

012-

0-0

·68

+0

·22

+1-

10+

2-02

+2·

90+

3-6

9+

4-30

++

54

++

08+

2·75

3-0

-1·7

8-0

·71

+0·

43+

1-60

+2

·95

++

29+

5·6

6+

6·58

+6-

58+

+7

3+

0-)

·87

-1-0

0-0

-08

+1'

04-

+2-

47+

+31

+6

·34

+8·

19+

8-8

2+

6-81

5-0

-}·5

4-l

e0

3-0

-42

+0-

45+

1-86

+3

-93

+6-

60+

9·41

+11

-03

+9·

026-

0-1

-04

-0-8

6-0

-59

-0·0

5-t

-1-2

J+

3-34

+6·

54-

+10

-28

+1

3-0

8+

11-4

18-

0-0

-24

-().

S3

-0·7

3-0

·67

-0·0

2+

2·05

+5·

87+

11-3

2+1

&-5

2+

16·0

610

-0+

0-21

-0·2

3-0

-64

-0·9

4-0

-73

+0-

82++

-79

+11

·63

+9

9.4

8-+

20-8

712

·0+

0-32

-0-0

5-0

-46

-1)-

96-1

-15

-0·1

8+

3·52

+1

1-2

7-.+

-21.

80+

25-7

31

+0

+0-

26+

O-(

M-0

.28

-0·7

6-1

·29

-0-8

7+

2-29

+10

·55

+23

·50

+SG

-Sf

16-0

+0·

22+

0·07

-0·0

8-0

·64

-1·2

8-1

-30

+1·

12+

9-67

+24

·53

+S

f.6

5N

OD

-P

OIiu

vesip

indi

cate

ste

osiO

il.·W

hea

this

tabl

eis

used

Cor

mo

men

t~

at

the

top,

whi

leth

eto

pis

hing

ed,

&O

Hil

lhe

bo

tto

mor

the

wal

lm

ad1

-08

iIth

eto

p.M

om

ent

appl

ied

at

aD

edge

ispc

liti

vcw

Iaea

itca

uses

ou

twar

dro

tati

onat

that

edge

.

TA

BL

E17

IIO

ME

Nrl

INC

YL

IND

IUC

AL

WA

IL,

IIIN

CE

Dau

B,n

ta

To.

,WIT

HM

OM

EN

T...

IIB

TB

E,.

,A

PP

LIE

DA

TII

AIB

(a

....

2.5.

5a

l3.1

.6)

~Ioment

c:a

Coe

ftic

ient

xM

ksm

/m

II'

Co

un

cIu

rnA

TPO

Dft*

D'

rA

...0

-IH

&2

H0-

5H0

-4H

0-5

H0

-6H

0-7

H0-

8B{}

9H

1-0

8w

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

0...

+0·

013

+O.Q

51+

0-10

9+

0·19

6+

0·29

6+

0-41

4+

0-54

7+0

-692

+0-

8+3

+1-

000

0-8

+0-

009

+0-

040

+0-

090

+0-

164

+0-

253

+0·

375

+0-

503

+()

.659

+0-

824

+1-

000

1-2

+0-

006

+0-

027

+0-

063

+0·

125

+0

-20

6+

().3

16

+0-

45+

+0-

616

+0-

802

+1-

000

1~

+0·

003

+0-

011

+0-

0.35

+0-

078

+0-

152

+0-

255

+0-

393

+0-

570

+0-

775

+1-

000

2·0

-0-0

02

-0-0

02

+0-

012

+0-

034

+0·

096

+0-

193

+0-

340

+0-

519

+0-

748

+1-

000

FJ3-

0-0

-00

7-0

·02

2-0

-03

0-0

-02

9+

0-01

0+

0-08

7+

0-22

7+(

)'426

+0-

692

+1-

000

..4-

0-0

-00

8-0

-02

6-O

-OM

-0,0

51

-0-0

34-

+0-

023

+0-

150

+0-

354

+0-

645

+1-

000

I5-

0-0

,00

7-0

·024

--0

·04

5-0

·06

)-0

-05

7-0

-01

5+

0-09

5+

0-29

6+

0-60

6+

1-00

06·

0-0

,00

5-0

·01

8-0

-04

0-0

-05

8-0

-06

5-0

-037

+0-

057

+0-

252

+0-

572

+1-

000

8-0

-6·0

01

-0·0

09

-0·0

22

-0-0

44

-0-0

68

-0-0

62+

0-00

2+

0·17

8+

0-51

5+

1-00

0~

10·0

0-00

0-0

-002

-0-0

09-0

*028

-0·0

53

-0-0

67

-O-O

SI+

0*12

3+

H6

7+

1-00

0!

12-0

0-00

00·

000

-0·0

03

-0-0

16

-0-0

40

-0-0

64-0

-049

+O-o

BJ

+0-

424

+1.(J

OO

14-0

0·00

00·

000

0-00

0-0

-00

8-(

).02

9-0

-05

9-0

-060

+O

-otB

+()

e387

+1-

000

:a16

-00-

000

0·00

0+

0·00

2-0

·00

3-0

,021

-0-0

51-0

-06

6+

0-02

5+

0-35

4+

1-00

0N

on

.-PO

Iibve

aign

indi

cate

ste

Dlio

nin

oul8

icle

.~

•.W

hcr:

chis

tab

leis

used

for

IDO

IIle

Dtap

plie

dat

the~,

whi

leth

eto

pit

hiD

pd

Jo-

OH

isth

eb

ott

om

fIth

ew

aDaa

dle

ON

.-it

the

top

.M

om

ent

appl

ied

at

aD

edBe

ispo

Iiti

vew

h_

itcau

..o

utw

ard

rota

tioD

at

that

ed

p.

!,.

..

TA

IIL

EI'

MO

ME

NT

SIN

CY

LIN

DR

ICA

LW

AL

L,

PIX

ED

BA

SE,F

RE

ET

OP

WIT

HSH

EA

RP

ER

ME

TR

E,

VA

PP

LIE

DA

TT

OP

(C

last

3_I

.7)

V

Mo

men

t=

Coe

ffic

ient

XY

Hk

gm

/m

....

-... .,

CO

E.F

FIC

IEN

TS

AT

PO

INT

·H~

rA

~

Dl

O-I

H0

-2H

0-3

H0

-4H

O'5

H0

-68

0-7

H0

'8H

0-9

Hl-

OH

.. <.n

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

~·4

+0-

093

+0-

172

+0-

240

+0-

300

+0-

354-

+0-

402

+0-

448

+0

·49

2+

0·5

35

+0-

578

-0-8

+0-

085

+0

·14

5+

0-18

5+

0-2

08

+0

-22

0+

0-2

24

+0-

223

+0

-21

9+

0·21

4-+

0·20

8)·

2+

0-08

2+

0-1

32

+0·

157

+0·

164-

+0

-15

9+

0-1

45

+0-

127

+0-

106

+0-

084

+0-

062

)-6

+0-

079

+0

'12

2+

0-13

9+

0-1

38

+0-

125

+0

·10

5+

0·08

1+

0·0

56

+0

·03

0+

0-00

42-

0+

0-07

7+

0·1

15

+0·

126

+0

·11

9+

0·1

03

+0

·08

0+

0·0

56

+0·

031"

+O-(

)()h

-0-0

19

-fIJ3-

0+

0-07

2+

0·1

03

+0·

100

+0

-08

6+

0-06

6+

0-04

4+

0·02

5+

0·0

06

-0-0

10

-0-0

24-

..4-

0+

0·0

68

+0·

088

+0-

081

+0-

063

+0-

043

+0

-02

5+

0·0

10

-0·1

10

-0-0

10

-0-0

19

w w5-

0+

0-06

4+

0-07

8+

0-06

7+

0-04

7+

0·0

28

+0

·OJ3

+0-

003

-0·0

03

-0,0

07

-0-0

11~

6-0

+6-

062

+0

-07

0+

0-05

6+

0-03

6+

0-01

8+

0-00

600

{)()

()-0

-00

3-0

-00

5-0

-00

6'"

8-0

+0-

057

+0

·05

8+

0-04

1+

0-02

1+

0·0

07

0-00

0-0

·00

2-0

,00

3-0

,00

2-0

-001

':,

10-0

+0

'05

3·to

·049

+0-

029

+0-

012

+0

'00

2-0

,00

2-0

·00

2-0

-00

2-0

-00

10·

000

11·0

+0-

049

+0·

042

+0-

022

+0

·00

70·

000

-0,0

02

-0·0

02

-0,0

01

0·00

00·

000

:I14

-0+

0'0

46

+0

'03

6+

0·01

7+

0·00

4-0

·00

1-0

·00

2-0

,00

1-0

-00

10·

000

0·00

0...

16-0

+0

'04

4+

0·03

1+

0-01

2+

0·0

0]

-0·0

02

-0·0

02

-0-0

010·

000

0-00

00·

000

-eN

OTE

-Po

sitiv

esi

gnin

dica

tes

tens

ion

onou

tsid

e."'

-" •·W

hen

this

tabl

eis

used

for

shea

rap

plie

dat

the

base

,whi

leth

eto

pi\

fixe

d,O

·OH

isth

ebo

ttom

ofth

ew

all

and

1-0H

isth

e...

iop.

Sh

ear

acti

ng

inw

ard

ispo

siti

ve,

ou

twar

dis

nega

tive

,:I .....

.

ISI

33

70

(P

art

rv)

•19

67

TA

BL

E20

MO

ME

NT

SIN

CII

lCU

LA

RSL

AB

WIT

HO

UT

CE

NT

RE

suP

Po

RT

.I'

IXE

DE

DG

E,

AN

DS

UB

JEC

TT

OV

NU

'OR

ML

OA

D

(CltlUs~

3.2

)

Mo

men

t--

~fficif'nt

XfJ

R"

kg

mJm

i'OR

--O

-'l.

')--

01·0

25

0-9

0R

-0-0

87

-0·0

06

o-so

a-0

'05

3+

0-0

11

0-7

0R

-0-0

23

+0

-02

6

0-6

0R

+0

-00

3+

0-0

39

O'5

0R

+0

'02

.5+

0·0

50

l__

J

~-/-;}....

.!_~""'ot...

...·..!."I""

'If'....../-+

-,!T"

T!.L.....o~.~

I--

R--

-4t O

·40R

+0

-04

3+

0-0

59

O-g

OR

+0

·05

7+

0-0

66

O'2

0R

+0

·06

1+

0-0

11

O-I

OR

+0

-01

3+

0·0

74

O-O

OR

-f-0

-015

+0

-01

5

Coe

ffic

lenr

aat

Po

int

Rad

ialMomcnts~

Mr

Tan

gen

tial

Mom~nts.

}'~t

NO

Ta

-P

osit

iv»

sign

;ndi

calt

"sco

mpr

essi

onin

surf

ace

Ioad

ed,

TA

BL

E21

MO

ME

NT

SIN

CIR

CU

LA

RS

LA

BW

ITH

CE

NT

RE

SU

PP

OR

T,

ftX

ED

ED

GE

,A

ND

SU

BJE

CT

TO

'UN

IFO

RM

LO

AD

(Cla

use

3.2

)

Mo

men

t==

-C

od

fici

ent

X/J

R2

kg

mJm

tC

/D

O-J

OR

O-1

5R0

'20

RO

'25

R'J

I(0-

5011

0-6

0R

0-7

0R

O·o

oRl'O

OR

rR

AD

IAL

M:»

II&

HD

,M

r-~

-----

-0~O

589-

--'

0-05

-0,2

10

0-0

-07

29

-0-0

27

5-0

-00

26

+0

-01

33

+0

-02

38

+0

'03

42

+0

-03

47

+0

-02

71

+0

'01

42

-0-0

04

9-0

-02

94

0·1

0-

-0-1

43

3-0

'06

24

-0-0

23

9-0

-00

11

+0

-01

36

+O

-02!

fO+

0-0

32

6+

0-0

27

6+

0-0

15

8-0

,00

21

-0,0

25

5-0

-05

41

0·1

5-

--0

,10

89

-0'0

52

1-0

·02

00

+0

-00

02

+0

·02

20

+0

-02

93

+0

-02

69

+0

-01

69

+0

·00

06

-0·0

21

6-0

-04

90

0·2

0-

--

-0'0

86

2-0

'04

29

-0,0

16

1+

0·0

13

3+

0-0

24

'9+

0·0

25

4+

0-0

17

6+

0-0

02

9-0

-01

78

-0-0

44

10-

2S-

--

--0

·06

98

-0-0

35

1+

0'0

02

9+

0·0

19

4+

0·0

23

J+

0-0

17

7+

0-0

04

9-0

-01

+3

-0·0

39

3

TA

JIIO

&N

TlA

LM

e....

......

,N

tf

",",--.~

0-05

-0-0

41

7-0

,07

00

-0·0

54

1-0

'03

81

-0-0

25

1-0

-01

45

+0-

0002

+0

·00

85

+0

·01

18

+0

-01

09

+0

-00

65

~-OOO3

-0-0

11

80-

10-

-0,0

28

7-0

·04

21

-0-0

35

4-

-0-0

25

8-0

-01

68

-0-0

02,

+0

-00

59

+0

·00

99

+0

·00

98

+0

-00

61

-0·0

00

9-0

·01

08

0·15

--

-0·0

21

8-0

·02

84

-0-0

24

-3-0

-01

77

-O·Q

O!)

I+

0·0

03

1+

0-0

08

0+

().0

08

6+

0-0

05

7~'OOO6

-0·0

09

80-

20-

~-

-0·0

17

2-0

·02

03

-0·0

17

1-0

·00

70

+0

·00

13

+0

·00

63

+0

-00

75

+0

-00

52

-0·0

00

3-0

-00

88

0'2

5-

--

--0

·01

40

-0-0

15

0-0

·00

83

-O-Q

Q0

5t+0~004

6+

0·0

06

4+

0'0

04

80

-00

00

~'0078

NO

Ta

-PO

Iitiv

eli

pindica~

com

p..e

.ion

insu

rfac

elo

aded

.

47

·.1

17

I(......

).1

11

7

TA

aIS

IIII

OII

BN

nIN

aa

cI1

LA

Il&

All

wm

tc.N

TIm

...-

oaT..............

AN

DS

VII

,JZ

aI'T

OU

NIf

tJIl

IIL

OA

D

(a.u

.3.2

)

MO

IDeD

t-C

oe

8id

ea

tx

pR

llq

pD

/m

C/D

t

Co

un

aaJr

nA

TP

cmn

"--O

:OSR

-~O:If)R-

0·1

5R

0·2

0R

0·2

5R

0SO

RO

·4G

RO

-SO

R0·

6QR

a-70

BO

-SO

B00

90R

I·O

OR

"

R.A

DlA

LM

OII

mft

I,M

r,

---

A

~-0

-36

58

-0·1

38

8-0

'06

+0

-00

02

21

+0-

00.5

+0

.02

55

+00

050

I+

0-06

14-

+0

·06

29

+0

·05

66

+0

·04

37

+0

·02

47

0

0-10

--0

02

48

7-0

-11

80

-00

05

57

-0'O

J7'6

+0"

008

I+

OoO

S9J

+0

-05

39

+0

'05

78

+0

·05

S2

+O

.of1

6+

0'0

25

70

0-15

--

-().

18

69

-0-0

97

7-0

00

46

7-&

01

35

+0

·02

58

+0·

()4.

51+

0·0

51

8+

0·0

49

4+

o-O

!93

+&

-022

60

0020

--

--0

01

46

5-0

,08

00

-0:0

38

1+

0-0

10

9+

0.0

35

2+

0·0

45

2+

0·0

45

1+

0-0

36

8+

0-02

15°

.25

--

--

-0·1

17

2-0

00

64

5-0

-00.

5.5

+0

·02

45

+0

·03

81

+0

·04

04

+0

-03

40

+Q

0020

0°

TA

IIO

&N

TIA

LM

oIa

urn

,M

I•

."

0-05

-0-0

75

1-0

-12

77

-00

10

10

-CM

r18

6-C

HI5

69

-00

03

91

-()o

012

1+

0-0

06

1+0'017~

+0

.02

34

+Q

e025

1+

0002

28rO

Ol6

8

0-10

--O

-0f9

8-0

-07

68

-0-0

68

4-0

00

55

9-0

-03

94

-OeO

J5.9

+O

.()0

20+

0-0

13

4+

0001

97+

O-Q

218

+0

00

19

9+

Oo

OJf

5

0-1

'-

--C

J-O

S74

-0-0

51

6-0

'CK

70

-0-0

37

5-0

-01

7.5

-O-C

MU

4+

0000

97+

0-0

16

5+

0-0

18

6+

0001

72+

()o(

)12S

0020

--

--0

00

29

5-O

oOS6

7-0

00

35

3-0

'01

84

-0-0

01

2+

0000

65+

0-0

13

2+

00

01

58

+0

-01

48

+0

-01

03

~25

--

--

-00

02

34

-0-0

26

3-0

00

18

4-0

-00

&2

+0

-00

38

+00

0103

+00

0132

+00

0122

+00

0085

New

a-

PG

lid

ft,M

iPaia

dica

&a~

iaIU

I'fiK

eao

.ded

.

--48

••

_~

Part

IV).

11

17

T~

II

IIO

IIID

I'I8

III

aacu

LA

Il~

WIT

IIC

JBN

'DB

RJP

PO

RT

.BlN

GIr

DB

DG

BW

lTll

IIO

IIB

NT...

1IB

'IaB

.II

AP

PU

IDA

TB

DG

B

(a..

.S.2

)

MO

IDal

t-

Coe

ftic

ient

xM

ksm

/m

C/D

Coa

maa

ufto

aA

':P

oD

ftA

-

I(M

)5R

OeI

OR

O·1

5RO

·20R

0e25

RO

·3G

BO

·40R

O-S

OB

O·6

GR

0·70

BO

-SO

BG

-90R

leO

OR

-.

RA

DIA

LM

oII

Uft

'I,M

r"

0-05

-2-6

50

-1·1

21

-0·6

22

-0·3

33

-0·1

29

+0

·02

9+

0-26

8+

0e45

0+

0·5

96

+0

-71

8+

0-82

4-+

0-9

17

+1-

600

0-10

--1

-95

0-1

·02

6-0

,58

4-0

-80

5-0

-10

3+

0-18

7+

0-39

4-+

0-5

58

+006

92+

0·8

08

+0-

909

+1-

000

0015

--

-1·5

M-0

-93

0-D

-.H

5-(

)e28

0+

0-07

8+

0·'

23

+()

.SIO

+0

-66

5+

0-7

90

+0

·90

0+

1000

0

0·20

--

--1

·36

6-0

.84

2-0

·49

9-0

.05

7+

0·2

36

+0-

451

+0

·62

4+

0-7

68

+00

891

+1·

000

0-25

--

--

-1-2

Ot

-007

65-(

)e21

6-0

·ISO

+o-,~

+0-

577

+0

-74

0+

0-8

80

+1-

000

TA

N'J

EN

TIA

L~

All

o-os

.. -&5

30

-0-9

80-0

·M7

-0·6

88

-0-5

+t

.'0-

-003

88-O

-6fl

-0·6

08

-0-5

18

0·15

--

-0·3

19

-(H

72

-0-4

63

0.20

--

--0

·27

2-0

.31

2

()e2

5-

--

--0

·25

9

-(H

18

-0.2

11

-000

41+

0-0

95

+0-

212

+0

-31

4+0

-405

+C

H8

6"'"

-0·4

19

-()02~S

-0-0

12+

0.0

66

+0-

185

+0

.29

0+

00

'"+C

H69

-0·4

04

-0-2

51

-0·1

00

+0

·03

5-r

0a15

1+

0·2

63

+()

o!63

+C

H51

-0·3

68

-002

61-(

)o12

3+

0-00

7+

0-12

9+

0-24

0+

o-M

O+

0-43

3

-0·3

05

-0·2

59

-0-1

45

-0-0

20

+00

099

+0-

214

+0

-32

0+

0·4

14

No

n-

POIi

tiw:lip

iDdi

cata

CG

lDpr

e.ia

Din

top

aurf

'ace

.

49

BUREAU OFINDIAN STANDARDS_:Manak Bhlvan.9Bahadur Shah ZafarMarg. NEW DELHI 110002T_ephon..:23230131.23233375, 23239402 Fax:91+01123239399,23239382E• Mall: infoObis.org.in website: http://www.bis.org.in

Centr8'uboratory:PlotNo.2019, SiteIV. Sahibabad IndustrialArea, SAHIBABAD 201010

~/on.' Offices:central : Manak Bhl'lan, 9Bahadur Shah ZafarMarg, NEWDELHI 110002·Eastem : 1/14CITSchemeVIIM,V.I.P. Road, Kankurgachi, KOLKATA700054Northern : SeQ 335-336, Sector 34-A, CHANDIGARH 160022Southern: C.I.T. Campus,lVCross Road, CHENNAI600113twestern: Manakalaya, E9, MIDC, Behind Marol Telephone Exchange,

Andheri (East), MUMBAI400093

Branch Ollie.:'Pushpak', Nurmoharned Shaikh Marg, Khanpur,AHMEDABAD 380001Peenya IndustrialAre8, 1- Stage, Bangalore-Tumkur Road, BANGALORECommercial-eum.()fftce Complex, Opp. Dushera Maidan, Arera Colony,

Sittsn Market. BHOPAL46201662-63, Gangl Nagar, UnitVI,BHUBANESHWAR 7510015'"Floor, Kovai Towers, 44Bala Sundaram Road, COIMBATORE 641018SCO 21,Sedor12,Faridabad 1210078avitriComplex, 116 G.T. Road, GHAZIABAD 2010015315Wlrd No. 29,R.G Barua Road, 5thBy-lane, Apurba Sinha Path,

GUWAHAn 7810035-8-58C, L.N. Gupta Marg, Nampally Station Road, HYDERABAD 500001Prithavi Raj Road, Opposite Bharat Overseas Bank, C-Scheme, JAIPUR 30200111/418 B.Sarvodaya Nagar, KANPUR 208005Sethi ShaWln, 2nd Floor, Behind Leela Cinema. Naval Kishore Road,

LUCKNOW 226001H.No.15,Sector-3, PARWANOO, Distt. Solan (H.P.) 173220PlotNoA-2Q-21,lnstitutionaIArea, S.ctor62, Goutam Budh Nagar, NOIDA201307Patllputra Industrial Estate, PATNA800013PlotNos. 657-860, Market Ya~, Gultkdi, PUNE 411037"Sahajanand House" 3'"Floor, Bhaktinagar Circle, 80Feet Road,

RAJKOT 360002T.C. No.2/275 (1 &2),NearFood Corporation of India, Kesavadasapuram-Ulloor Road,

Kesavadasapuram, THIRUVANANTHAPURAM 695004111Floor, Udyog Shavan, VUDA, Siripuram Junction, VISHAKHAPATNAM-Q3

·S.'el Office is It 5ChowringheeApproach, P.O. Princep Street, KOLKATA 700072ts.'el Office (WRO) PlotNo.E-9, MiCe, RdNo.8,Behind Telephone Exchange,Andheri (Ellt), Mumbai-400 0093

Printed by the Manager. Governmentof India Press Farldabad, 2007

rel.phone2770032

23237617233786622609285

2254198428329295

560134883949552423452

2403139221 0141229217528614982456508

23201084222328222330122618923

23543624022062262808

242748042378251

25579142712833

23553243

28329295

IS 3370-4 (1967): Code of practice for concrete … · ISI 3378(Part IV).1117 Indian Standard CODE...

Documents

Transcript of IS 3370-4 (1967): Code of practice for concrete … · ISI 3378(Part IV).1117 Indian Standard CODE...