Tiêu chuẩn iso 01496 5 1991 scan

4.1.2 No p rt of the plat orm or platorm-b sed container s al project b yon the en elo e defined by the overal external dimen ion Sp cified in - IC0 6 8 for the plan dimen ion of the b s

Co tene rs de la série 1 - Sp cific tio s et es ais

-Partie 5: Co tene rs plates-formes et ty e plate-forme

AMENDEMENT 2

Re fe rence n mb r

IS0 14 6-5:19 1/A md.2:19 4(E)

IS0 14 9 6 - 5 :19 9 1/Amd.2 :19 9 4 ( E)

IS0 ( he International Organization for Stan ardization) is a worldwide

federation of national stan ard b dies (IS0 memb r b dies).The w ork of

pre arin International Stan ard is normaly caried out throu h IS0

tec nical commit e s Eac h memb r b d interested in a s bject for

whic a tec nical commite ha s b en esta ls ed has the r i ht to b

re resented on that commite Internationalorganization , governmental

a nd non-governmental, in laison with I SO, also tak e p rt in the work IS0

cola orates closely with the International Electrotec nical Commis ion

(IEC)on al maters of electrotec nical stan ardization

Draf International Stan ard ado ted by the tec nical commit e s are

circ lated to the memb r b dies for votin Publcationas a n International

Stan ard req ires a proval by at le st 7 % of the memb r b dies castin

a vote

Amen ment 2 to International Stan ardIS0 14 6-5:19 1 was pre ared by

Tec nicalCommite ISO/T C 10 , Fr ig t c onta ine s ,Subcommite SC 1,

Gene al pu rp s e c ontaine s

o IS0 19 9 4

All ri g h ts reserved U n les otherwise sp cifi ed, no p rt of this pu bl icati on may b

re rodu ced or utized in any fo rm or by an mean s, el ectron i c orm ech ani cal , i n clu di ng

photoco yi ng an mi crofi l m , witho ut p rmi ssion i n writin fro m th e pu bl i sher

In tern ati onal Org an i zati on fo r Stan dardi zati on

Casep stal e 5 C -121 Genève 20 Swi tzerl an

Pri n ted i n Swi tzerl an

I

Ad the fol owin finalpa ragra ph:

"The s m of the tare weig ts of the platorm

containers formin a n interlock ed pie, together with

any req ired sec rin devices, s a ll not ex e d the

Maximum Gros Mas (MGM)sp cified in IS0 6 6 8

for the size of container in q estion.'

Pag 3, su clause 5.3.1

Re lac e note 3by the fol owin note:

"NOT 3 Due to gre ate r in e re nt flex ib ilt y of al siz e s of

pla o rm-b ased co ntaine rs with inco mp lete s upe rstru -

ture, the to ape rture of to co rne r fit t in s may b

in re as e d b 10 mm in t he direct ion o f the ir end wall

In suc a cas e the e nd ap e rture sho uld b omit t ed in

orde r toret a in co rne r fitin st ren t h."

Pag 5, su clause 6.1

Re lac e the last p ra gr a ph by the folowin :

'Althou h the tests a r e n mb red in a certain order,

they may b caried out in a diferent order if more

a pro riate to o timize uti zation of the testin

faci ties or interpretation of the test r es lts

How-ev er, the we therpro fnes test ( est No 131,

where a pro riate, s al alway b p rformedafer

a ll stru turaltests ha v e b encompleted."

Pag 3 , su clause F.3 î

Re lac e the first pa ra gra ph by the folowin text:

"For pro f testin of cargo-sec rin devices,

a

ten ie force eq al to 1,5 times the rated lo d s a ll

b a ppled, u in a ho k or s ack le hav in a

minimum diameter of 10 mm, the ba se frame of

the container b in a proximately horizontal

For cargo-sec rin devices p sitioned a lon the

len th of the container, this test force s al be

a pledin a tran verse pla ne a nd at an a ngle of 4 "

to the horizontal (Se fig re F.1

F or cargo-sec rin devices p sitioned acros the

width of the container, this test force s a ll b

a pled in a lon itu inalpla ne a nd at a n a ngle of 4 "

tothe horizontal (Se fig re F.1 "

At the en of he existin secon pa ragra ph, a dd:

"Se fig re F 1."

Ad the folowin fig re F.1

1

IS01 9 - :19 1 A d.2:19 4(E)

Hl

H2Heig t

IS014 9 6 - 5 :19 9 1/Amd.P:19 4(E)

ICs 55.180.1 O

De criptors: c ntain rs, freig t c onta in rs, c ntain r platorms, sp cific tio s, dime sio s, tests, p rforma c tests

Pr ic e b se o 2 pa ges

Co tene rs de ia série 1 -Sp cific tio s et esais

-Partie 5: Co tene rs plates-formes et ty e plate-forme

AMENDEMENT

I: Co tene rs IAAA et IB B

Refere c n mber

IS0 14 6-5:19 1/Amd :I9 3 (E)

IS0149 -5:19 1/A md :I993 (E)

Forew ord

IS0 (t he Int ernat ional O rganization for Stan ardization) is a worldwide f edera tion

of nat iona l stan ard b odies (I S0 memb er bodie s ) The wor k of prep ri g Int er-

na t iona l Stan ard is nor maly c a rried out thr ou h IS tec nical committee s

Eac memb r b d interested in a s b je ct for whic a tec nical c ommit t ee has

b en es tablis e d has the rig t to b repres ented on that c ommit t ee Int erna t iona l

organizatio ns, government a l a nd non-go ve rnmental, in la ison w ith ISO, als o take

part inthe work IS0co llab o rates clos ely with the Int erna tional Electr te chnical

Commis ion (IEC) on a ll mat t ers of e le ctrote chnical s tan ardiz atio n

Draf Int ernat iona l S tan ard adop t ed by the te chnical c ommit t ees are circula t ed

to the memb er b odies for vo tin Publication as an Int erna tional Stan ard

req ires app rovalby at le as t 75 % of the memb r b dies castin a vot e

Ame ndment 1 to Internat iona l Stan ard IS0 14 6-1:19 1 w as p re p ared b y

Te ch ical Committ ee lSO/TC 10 , Freight c ntainers, Sub-Commit t ee SC 1,

General p rpo ec ntainers

O IS019 3

Al rig tsr eser v ed N p rt of this p blc tio ma b re ro u e or uti ze in a y formof b

a ny mea ns, ele tr onic or me h nic l in lu in p oto o yin a d microfim, with ut

p rmis io in writin from th p blsh r

Intern tio al Org nizatio

IS 0 1496-5: 1991/Amd 1 :I993 (E)

Platform and platform-basedcontainers

Page 1, Sco e, paragrap 1 I

Replace the four th lne by the folowin :

" bas ed t y pes de sig ated IA A, IAA,IA, IAX, I B , IBB,I ,IX,"

Page 2, table 2

In the column "Co ntaine r desig ation", re p lace the fir st an s e co nd lnes withthe folowin :

"IAAA, IAA, IA a d 1AX

IBBB, IBB, 1B a d IBX"

Page 4, su claus 5 9 I 1, la tparagrap

Replace this paragrap h withthe folowin :

"Fork-lf t po ckets s a llnot be prov ided on I AM, IAA, IA, IAX,I B ,IBB , 1 a nd IBXcontainer s."

Page 5, su claus 5.9.3

Replace the c rrent p aragrap h withthe folowin :

" Goo s e ne ck tu nels s al b e pr ovided as ma nda tory fe tures in IA A containers, an ma y b e pr ovided as o t iona l

fe ature s in IAA, IA a nd 1A containers

The dimen ion of go os e ne ck tu nels s al b inac ordan e withannex E

The b se st ruct ure of the co ntaine rs , if an , s hal be in ac o rdan e with5 4."

1

Pag 6, table 3

In the column"Co ntainer de sig atio n", rep lace the fir st an se co nd lnes withthe folowin :

"IA A, IAA,IA an 1A X

IBB , IB , 1B an IBX"

Pag 7, su clause 6.4.2, sec ndparagraph

Re l ace the s e cond to fifh lnes withthe folowin :

"3 " to the hori ont al for IAM,IA ,IA an 1A

co ntaine rs ;

37 to the hori ont al for IB B B ,IB B , 1B an I X

co ntaine rs :"

Pag 2, su clause B.2.2, first paragraph

Re l ace this p aragraph withthe folowin :

" B 2 2 The minimum n mb r of pairs of loa d-ra nsf er are s is:

For IC C, I C an 1 X c ont ainer s

For I B ,IBB, 1B an I X containers

For IAM,lu, IA an 1A containers

For IAAA, IAA,IAan 1A c ont ainer s fited with a

non-cont in ou go os e ne ck tu nel

Pag 24, fig re B.3

Re l ace the c rrent itle withthe folowin :

"Figure B.3 - IBB , IBB, 1B an IBX cont aine s"

IS0 1496-5:19910/ Amd.:I993 (E)

De criptors: c nt aine s, fr ight c nt aine s, c nt aine plat fo ms, clas ific t ion, spe ific tions, dimensions, tests, pe fo manc tests

Price based on 2 Da es

Plat orm and plat orm-based containers

Co nte n e urs de la sé rie í -Spé cific tio n s et es ais

-Partie 5: Co nte n e urs plates-formes et typ e p late - fo rm e

R efere nce n mb e r

IS014 6-5 9 1 (E)

IS0 L47b PT*5 93 4853903 0503787 7 =

IS0 14 6-51 9 1(E)

Contents

Page

1 Sco e 1

2 Normative referen es 1

3 Definition 1

4 Dimen ion an ratin s 2

4.1 Externaldimen ion 2

4.2 Internal dimen ion 2

4.3 Ratin s 2

5 Desig req irements 2

5.1 General 2

5.2 Interloc ed pi e of folded containers 3

5.3 Corner fitin s 3

5.4 Base stru ture 3

5.5 En stru ture (platorm-b sed containers only) 4

5 6 Side stru ture (platorm-b sedcontainers only) 4

5.7 W alls an sec rin devices 4

5.8 Do r o enin s 4

5.9 Req irements -Optional fe tures 4

6 Testin 5

6.1 General 5

6.2 Test No 1- Stac in 5

6.3 Test No 2 -Lif in from the four to corner fitin s 6

6.4 Test No 3 - Lifin from the four b tom corner fit in s 7

6.5 Test No 4 -External restraint (lon itu inal) 7

6 6 Test No 5 -Stren th of en wal s (where provided) 7

6.7 Test No 7 -Stren th of the ro f (where provided) 8

8 IS0 19 9 1

Ai

rig ts reserved

No

p rt

of this publcation may b re roduced

or uti ze in an form

or by an men electronic o r mec anical in lu in ph otoco yin g an microfim w ith ut

p rm i ssi on in wrltin from th e pu bl i sher

International Org anl zation for Stan d ardi zatl on

Case Postal e

56 CH-I21 1Genève

2 Swi tzerl an

Printe in Swi tzerl an

6.8 Test No 8 - Flo r stren th 8

6.9 Test No 9 - Rigidity ( ran verse) (not a plca le to platorm

6.10 Test No 10 - Rigidity (lon itu inal) (not a plca le to platorm

containers) 9

Test N o 1 - Lifin from fork-lf p c ets (where provided) 9

Test No 12 - Lifin from the b se a t gra pler-arm p sition

6.1

6.12

6.13 Test No 13 -We therpro fnes (where a pro riate) 10

7 Testin of plat orm-b sedcontainers with in omplete

s p rstru ture in the folded con ition ( yp codes 6 an 6 only)

an of an interloc ed pi e of s c containers 10

7.1 General 10

7.2 Test No 14 -Stac in ( yp codes 6 an 6 only) 10

7.3 T est No I5 - Lifin of an interloc ed pi e b the to 1

An e es

A

V

Diagrammatic re resentation of ca a i ties of platorm an

platorm-b sedcontainers 12

Detais of req irements for lo d- ran fer are s in b se stru tures

of containers 2

C Dimen ion of fork-lfl p c ets (where provided) 2

D Dimen ion of gra pler-arm lf in are s (where provided) 2

E Dimen ion of go senec tu nels (where provided) 31

F

B

Cargo-sec rin s stems for platorm an platorm-b sed

containers 3

F General 3

F.2 Desig req irements

For ewor d

IS0 (he International Organization for Stan ardization) is a worldwide

federation of national stan ard b dies (IS0 memb r b dies) The work

of pre arin International Stan ard is normaly car ied out throu h IS0

tec nical commite s Ea c h memb r b d interested in a s bject for

whic a tec nical commit e has b en esta l s ed has the rig t to b

re resented on that commite International organization , govern-

mental an non-governmental, in laison with ISO, also take p ri in the

work IS 0 col a orates closely with the International Electrotec nical

Commis ion (IE C) on al maters of electrotec nical stan ardization

Q

Drafi International Stan ard ado ted b the tec nical commit e s are

circ lated to the memb r b dies for votin Publcation as an In

ter-national Stan ard req ires a proval by a t le st 7 % of the memb r

b dies castin a vote

InternationalStan ard IS014 6-5 was pre ared by Tec nical Commit e

ISO/T C 10 , Freight containers, Sub-Commite SC 1, Genera l p rp s

containers

This secon edition can els an re laces the first edition

(IS0 14 6-5:19 7), as wel a IS0 14 6-6C:19 7, of whic it con titutes

a tec nical revision

IS0 14 6 con ists of the fol owin p rts, u der the general title Serie I

freig t co tainers -Spe ific tio andte ting:

- Part 1: Genera l carg con tainers for general p rp s s

- Part 2: Thermal co tainers

- Part 3: Tan co tainers forlq ids, ga e and pre suriz d dry b lk

- Part 4: No -pre suriz d co tainers fordry b lk

- Part 5: Platorm andplatorm-ba ed containers

- Part6:Internationalc rg -s curity devic s

An exes A, 8,C, O,E an F form an integral p rt of this p rt of I S0 14 6

An exes G an " are for information only

IS0 149 -5:19 1( E)

Bulk, non-pres urized (b x typ )

Bulk, non-pres urized (ho p r typ )

INT ERNATIONAL STANDARD IS0 14 6-5:19 1(€)

-Par t 5:

1 S cop e

1.1 This p rt of IS0 149 6 sp cifies the b sic sp ci-

fication an testin req irements for IS0 series 1

freig t containers of the platorm an platorm-

b sed typ s desig ated IAA,IA, IAX, IBB, IB,IBX,

ICC, IC an 1CX whic are s ita le for international

ex han e an for con eyan e by ro d, rai an se ,

in lu in interc an e b twe n these forms of

tran p rt, with certain lmitation (or example,

when lo ded, platorms can ot b stac ed or to

l fed by me n of con entional spre ders)

1.2 The container typ s covered by this p rt of

Pla t f orm-based cont ainer

With inc omp let e s p rst r uc t ure

w it h fix ed comp let e en st ruct ure

w it h f ix ed f ree-sta ndin p st s

w it h f oldin c omplet e en struc ture

w it h foldin free-st andin p st s

w it h ro f

withop en t op

w it h op en top , open e nd (s eleta l)

With c omplet e s p r st ruct ure

1.3 The markin req irements for these containers

s al b in ac ordan e with the prin iples emb died

in IS0 6 3 46

2

Th

fol owin stan ard contain rovision whic ,

throu h referen e in this text, con titute provision

of this p rt of IS0 149 6 At the time of publcation,

the edition in icated were vald Al stan ard are

s bject to revision, an p rties to agre ments b sed

on this p t of IS0 149 6 are en ouraged to in

esti-gate the p s ibi ty of a plyin the most recent edi-

tion of the stan ard in icated b low Memb rs of

IEC an IS0 maintain registers of c r ently val d

International Stan ard

IS0 66 8 :19 8 8, Series i fe igh t co n fain e rs - Classi-

fic tio n, dim en s io ns a n dratin gs

IS083 0 :19 8 1, Fre igh t co n taine rs - Te rm ino lo gy, an

its amen ments: IS0 8 0:19 1/A md.l:19 4 an

IS0 8 30:198 1/Amd.2:198 8

IS0 1 6 1:19 8 4, Series i fe igh t co n faine rs - Corne

fitfin gs -Spe cific fio n

IS0 6 3 46 :19 8 4, Freight co n taine rs - Co ding, ide n tifi-

IS0 6 34 6 :19 4 /Amd 1 : 19 8 8

3 Def initions

For the purp ses of this p rt of IS0 149 6 , the defi-

nition given in IS0 8 30, together with the fol owin ,

a ply However, for practical re son , certain defi-

nition taken an ada ted from IS08 0 are given

b low

3, plat orm: Flat stru ture havin no s p rstru -

ture whatever The eq ipment covered by this p rt

of IS0 149 6 is defined as a lo da le platorm havin

no s p rstru ture whatever but havin the same

len th an width a s the b se of series 1 containers,

an eq ip ed with to an b tom corner fitin s,

located in plan view a s on other series 1 containers,

IS0 14 6-519 1 (E)

so that some sec rin an l f in devices u ed on

other series 1 containers of the same len th can

also b u ed on platorms

3.2 platíorm-based c o ntainer: Container havin no

side wals but whic has a b se simiar t o that of a

platorm container

3 3 incomplete su erstructure: L c of an p rma-

nently fixed lon itu inal lo d-car yin stru ture b

-twe n the en s other than at the b se

3.4 fixed complete en d structure: Fixed en frame

with a complete lo d-b arin en wal b twe n cor-

ner p sts

3.5 foldin complete en structure: Foldin en

frame with a tran verse stru tural con ection b

-twe n corner p sts

3.6 interlocked p ile: A n mb r of plat orm con-

tainers or foldin platorm-b sed containers, with

en s folded down, whic are interloc ed to form a

u it (mod le) (se 4.1.3)

4 Dimensions and r atings

4 1 External dimensio s

4.1.1 The overal external dimen ion an tol

er-an es of the freig t containers covered by this p rt

of IS0 149 6 s al b those esta ls ed in IS0 66 8 ,

ex e t that the req irements for the overal to

len th (L) o f platorm-b sed containers with in-

complete s p rstru ture may b relaxed t o the ex-

treme l mits sp cified in ta le

Table 2 - O verall to dim ensio , L

Takin into ac ou t the fact that the mec anism of

the foldin en stru tures may introd ce natural

play, the values ofI, an L, sp cified in ta le

s al b met.Fai ure t o comply with this req irement

is l a le t o le d to han ln dific lties

4.1.2 No p rt of the plat orm or platorm-b sed

container s al project b yon the en elo e defined

by the overal external dimen ion Sp cified in

- IC0 6 8 for the plan dimen ion of the b se

stru ture of al containers, the plan dimen ion

of the to p ri of container with complete s p r-

stru ture, or the overal maximum heig t of al

containers whic may also b of red ced di-

inen ion , or

- ta le 2 for the plan dimen ion of the to p rt of

containers with in omplete s p rstru ture

4.1.3 An interloc ed pi e of either platorm or folded

platorm-b sed containers s al have the plan di-

men ion sp cified in IS0 6 8 an a pi e heig t not

ex e din 2 5 91 mml)

4.2 Internaldimensions

Internal dimen ion are not sp cified; however,

minimum internal dimen ion of existin ICC, IC

an 1C platorm-b sed containers for the car iage

of smal containers are given in an ex G The val-

ues are given a s a g ide to the desig of smal

intermoda I containers

4.3 Ratings

The values of the ratin R,the maximumgros mas

of these containers, s al b those sp cified in

An movement of the corner p sts res ltin from the

c an e from the empty to the ful y lo ded con ition

of the container s ould, as far as practica le, b

eq aly disp sed a out the me n of the values of

5.1.1 The stren th req irements for containers are

given in diagrammatic form in an ex A ( hese re-

q irements are a pl ca le to al containers ex e t

where otherwise stated) They a ply to containers

as complete u its, ¡e those remova le comp nents

in p sition as req ired for the inten ed o eratin

con ition

5.1.2 The stren th req irements for corner fitin s

(se also 5.3) are sp cified in IS0 1 6 1

IS0 149 -51 9 1 (E)

5.1.3 Al containers, ex e t containers with foldin

en s (codes 6 an 6 ) in the folded con ition, s al

b ca a le of with tan in the lo d an lo din s

sp cified in clau e 6

Containers with foldin en s in the folded con ition

s al b ca a le of with tan in the lo d an

lo din s sp cified in clau e 7

As the efects of lo d en ou tered u der an d -

namic o eratin con ition s ouldonly a pro c , but

not ex e d, the efects of the cor esp n in test

lo d , it is impl cit that the ca a i ties of containers

in icated in an ex A an demon trated by the tests

des rib d in clau es 6 an 7 s al not b ex e ded

in an mode of o eration

Containers ne d not b we therpro f but if desig ed

to b we therpro f they s al satisfy test No 13 (se

6.13)

5.1.4 An mova le p rt whic , if u sec red, could

le d t o a hazardou situation, s al b providedwith

an adeq ate sec rin s stem havin external in i

-cation of the p sitive sec rement of that p rt in the

a pro riate o eratin p sition

5.2 Interlocked pi e of f olded containers

Horizontal fre play s al b lmited b twe n in

i-vid al folded containers formin an interloc ed pi e

so that the pie is ca a le of complyin with the d

i-men ional req irements of 4.1.3

5.3 Corner fit ings

5.3.1 Al containers s al b eq ip ed with to an

b tom corner fitin s (se notes 2 an 3) T he re-

q irements an p sitionin of the corner fitin s are

given in IS0 1 6 1, ex e t for the case mentioned in

4 1.1

NOTES

2

may be combined prov idin t hey comp ly w it h IC0 1 61

3 Du e to t he gr ea t er in erent lon it udina l flexibi ty o f

1C X cont a iners, t he t op c rn r f it t in s may ha ve t heir to

a perture increased by 10 mm t owards the en wall In

s uc a cas e , the en a pert ur e s ould b e omite in order

to r etain c rn r fitin st ren t h

For ICX pla t forms, t he t op an d b t t m c orner fitin s

5.3.2 Containers with foldin en s s al b

eq ip ed with fe tures s c that in the folded

con-dition they may b stac ed an sec red, lfed from

the to by me n of a spre der eq ip ed with cor-

ner fitin loc in devices (e.g twistloc s), an

interloc ed with other containers havin simi ar

foldin en stru tures

The fe tures s al have at le st an eq ivalent to the

up er face an internal cavity of the to corner fit

tin

The p sitionin of the fe tures in the folded con-

dition s al me t the req irements of IS 1 6 1

5.3.3 For al containers, in lu in containers with

foldin en s folded down, the up er faces of the to

corner fitin s or eq ivalent fe tures (p rformin

some of the fu ction of to corner fitin s - se

5.3.2) s al protru e a ove the to of the container

by a minimum of 6 mm2 1 (se 5.4.3) By “ o of he

container” is u dersto d the hig est level of an

p rt of the container, for example the levelof the to

of a sof cover

However, if reinforced zones or doubler plates are

provided to aford protection inthe vicinity of the to

corner fitin s, s c plates an their sec rements

s al not protru e a ove the up er faces of the to

corner fitin s

These plates s al not exten more than 75 0 mm2)

from either en of the container but may cover the

ful width

5.4 Ba e structure

5.4.1

p rted by their b tom corner fitin s only

Al containers s al b ca a le of b in s p-

5.4.2 Al containers s al b ca a le of b in s p-

p rted only by lo d-ran fer are s in their b se

stru ture

5.4.2.1 Con eq ently, these containers s al have

en tran verse memb rs an s ficient intermediate

lo d- ran fer are s (or a flat u derside) of s ficient

stren th to p rmit vertical lo d tran fer to or from

the lon itu inal memb rs of a car yin vehicle Su h

lon itu inal memb rs are as umed to l e within the

two 2 5 0 mm*) wide zones defined by the broken l nes

in fig re B.1

5.4.2.2 The lower faces of the lo d- ran fer are s

in the container b se stru ture, in lu in those of

the en tran verse memb rs, s al b in one plane

located

12 ,5 mm ?:,5 mm*)

a ove the plane of the lower faces of the b tom

corner fitirig of the container (b se plane), ex e t

where camb r is provided (se 5.4 5)

Ap rt from the b tom corner fitin s an b tom

side rai , no p rt of the container s al project b low

this plane However, doubler plates may b provided

IS01 9 -5:1 9 (E)

in the vicinity ofthe b tom corner fitin s to aford

protection t o the u derstru ture

Su h plates s al not exten more than 5 0 mm3)

from the outer en an not more than 4 0 mm3) from

the side faces of the b tom corner fitin s an their

lower faces s al b at le st 5 mm3 ) a ove the b se

plane of the container

5.4.2.3 The tran fer of lo d b twe n the u derside

of he b tom side rai s an car yin vehicles is not

en isaged

The tran fer of lo d b twe n b tom side rai s an

han l n eq ipment s ould only oc ur when

pro-

vision has b en made in ac ordan e with 5.9.1 an

5.9.2

5.4.2.4 Containers havin al their intermediate

tran verse memb rs sp ced 1 O0 mm3 ) a art or

les (or havin a flat u derside) s al b de med to

comply with the req irements of 5.4 2 1

5.4.2.5 Req irements for containers not havin

tran verse memb rs sp ced 1 O0 mm3) a art or

les (an not havin a flat u derside) are given in

an ex B

5.4.3 For al containers u der d namic con ition ,

or the static eq ivalent of a container havin a lo d

u iformly distributed over the flo r in s c a way

that the combined mas of the container an test

lo d is eq al to 1,8 R, no p rt of the b se of the

container s al deflect more than

6 mm3 ) b low the

b se plane of the container

5 4 4 The b se Stru ture s al b desig ed t o with-

stan al forces, p rtic larly lateral forces, in u ed

by the cargo inservice (se also 5.7.3, 5.7.4 an fig-

ures A 7 an A.8) This is p rtic larly imp rtant

where provision are made for sec rement of cargo

to

the b se stru ture of the container

5.4.5 Camb r may b provided with resp ct to the

en tran verse memb rs, whic s al b located at

the heig t sp cified in 5.4.2 2

When determinin camb r ofa platorm-b sed con-

tainer, note s ould b taken of the relation hip b -

twe n the b se deflection whic oc ur u der load

an the lon itu inal movement whic is p rmit ed

at the to of the corner p sts ( or whic the l mit is

sp cified in 4.1.1)

When a container with camb r is lo dedto its ratin

R, the b se s ould b a proximately horizontal to

faci tate the tran p rt of the container when it is

s p orted by its b se stru ture only

5.5 End structure (plat orm-b sed containers

only)

For al plat orm-b sed containers, the sideway de-

flection of the to of the container with resp ct to the

For al platorm-b sed containers, the lon itu inai

deflection of the to of the container with resp ct to

the b t om of the container at the time it is u der ful

lon itu inal rigidity test con ition s al not ex e d

4 mm3)

5.7 Wal s and s cur in dev ic s

5.7.1 Where containers are provided with en

wal s, these s al b a le to with tan the efects o f

test No 5 ex e t in ofar as is impled in 5.7 3

5.7.2 Where o enin s are provided in en wals,

the a i ty of hese wals to with tan test No 5 s al

not b imp ired

5.7.3 Where containers are provided with en s

whic are not a le t o with tan test N 5 , me n

s al b provided for sec rin the cargo t o the b se

stru ture in s c a man er that the cargo do s not

tran mit lon itu inal forces t o

the en s

5.7.4 Sin e the containers do

n t have side wals,

adeq ate me n s al b provided to p rmit the se-

c rin of the cargo again t lateral movement

5.7.5 The desig req irements for cargo-sec rin

devices presented in 5.7 3 an 5 7 4 are sp cified in

5.9.1.1 Fork-lf p c ets for han l n ICC, IC an

1CX containers in the lo ded or u lo ded con ition

may b provided a s o tional fe tures

Fork-lf p c ets s al not b provided on IAA, IA,

IAX, IBB, 1B an IBXcontainers

5.9.1.2 Where a set of fork-lf p c ets has b en fit

ted a s in 5 9 1.1, a secon set of fork-lf p c ets

may, in ad ition, b provided on ICC, IC an 1CX

containers for empty han l n only

5.9.1.3 The fork-lf p c ets, where provided, s al

me t the dimen ional req irements sp cified in an-

nex C an s al p s completely throu h the b se

stru ture of the container so that lf in devices may

b in erted from either side The b se of the fork-lf

p c ets ne d not b the ful width of the container

but s al b provided ne r e c en of the fork-lf

p ck ets

5.9.2 Grap ler arms or simiar d vic s

Fixtures for han ln al containers by me n of

gra pler arms or simi ar devices may b provided

as o tional fe tures The dimen ional req irements

for s c provision are sp cified in an ex D

5.9.3 Go s n c tu n ls

Go senec tu nels may b provided a s o tional

fe tures in IAA, IA an IAX containers T he di-

men ional req irements are sp cified in an ex E

an , in ad ition, al other p rts of the b se stru ture

s al b as sp cified in 5.4

6 Te st ing

6.1 Ge eral

Unles otherwise stated, containers complyin with

the desig req irements sp cified in clau e 5 s al ,

in ad ition, b ca a le of with tan in the tests

sp cified in 6.2 to 6 13 an 7.1 to 7.3, a s a plca le

Containers s al b tested in the con ition for whic

they are desig ed to b o erated Containers

eq ip ed with remova le stru tural items s al b

tested with these items in p sition

It is recommen ed that the test for we therpro f

nes (est No 13), where a pro riate, b made last

6.1.1 The s mb l P denotes the maximum p ylo d

of the container t o b tested, that is:

P=R - T

where

R is the ratin ;

T is the tare

NOT 4 R, P an T ,by definit ion, are inu its of mas s

Whe re t est req irements a re b as ed on t he gravitational

forces derived from the se values, t hese forc es, whic are

iner tial forces, a re in ic a t ed th s:

Rg,Pg, Tg

IS0 149 -519 1(E)

t he u it s of which a re in newt on or mult iples’thereof

Th e word “lo d”, when u ed

to desc r ib a phy sic a l q an-

tity to which u it s may b a sc rib d, imples mas s

T he word “loa din ”, fo r ex a mp le as in “inter nal lo din ”,

imples force

6.1.2 T he test lo d or lo din on the platorm or

platorm-b sed container s al b u iformly distrib-

uted

6.1.3 The test lo d an lo din s sp cified in al of

the folowin tests are minimum req irements

6.1.4 T he dimen ional req irements to whic r ef

eren e is made afer e c test are those sp cified

This test s al b car ied out to prove the a i ty of

a ful y lo ded container to s p ori a s p rimp sed

mas of containers, takin into ac ou t con ition

a o rd s ips at se an the relative ec entricities

b twe n s p rimp sed containers

Ta le sp cifies the force to b a pled a s a test to

e c p ir of corner fitin s an the s p rimp sed

mas that the test force re resents

6.2.2 Proc d re

6.2.2.1 Plat orm contain r

The container in the tare con ition s al b placed

on four level p d , one u der e c b tom corner

fitin or eq ivalent corner stru ture The p d s al

b centralzed u der the fitin s, an s al b s b-

stantialy of the same plan dimen ion as the fit

tin s

T he container s al b s bjected t o vertical forces

a pled either to al four corner fitin s simu

l-tane u ly or to e c p ir of en fitin s, at the a

-pro riate level sp cified in ta le 3

6.2.2.2 Piat orm-ba e Contain r

The container s al b placed o four level p d ,

one u der e c b tom corner fitin The p d s al

b central zed u der the fitin s, an s al b s

b-stantial y of the same plan dimen ion as the f it -

tin s

IS0 14 6-5:19 1( E)

The container s al have a lo d u iformly distributed

over the flo r in s c a way that the combined mas

of the container an test lo d is eq al to 1,8

The container s al b s bjected to vertical forces

For platorm or platorm-b sed containers, the

forces s al b a pl ed throu h a test fixture

eq ip ed with corner fitin s as sp cified in

IS0 1 61, or eq ivalent fit in s whic have imprints

of the same ge metry (¡e with the same external

dimen ion , c amfered a erture an rou ded

ed es) as the lower face of the b tom corner fitin

sp cified in IS0 1 61, If eq ivalent fitin s are u ed

they s al b desig ed to prod ce the same efect

on the container u der the test lo d as when cor-

ner fit in s are u ed

In al cases, the forces s al b a pled in s c a

man er that rotation of the planes throu h whic the

forces are a pl ed an on whic the container is

s p orted is minimized

Eac corner fitin oreq ivalent fit in s al b ofset

in the same direction by 2 ,4 mm4) lateral y an

3 m m 4) lon itu inal y

6.2.3 Re uireme ts

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normal ty

whic wi ren er it u s ita le for u e, an the di-

men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

6.3 Te t No 2 - Lif ting f r om the four t op

corner fit in s

6.3.1 Ge eral

This test s al b car ied out t o prove the a i ty of

a container to with tan b in lf ed from the four

to corner fitin s with the l fin forces a pl ed

ver-tical y.These are the only recog ized way of lfin

these plat orm containers by the four to corner fit

tin s

NO TE 5

sp rea ders w it h ex t en ion

L oa ded plator ms s hould b lfed b me n of

This test s al also b regarded as provin the a i

-ity of the flo r an b se stru ture to with tan the

forces arisin from ac eleration of the p ylo d in

l fin o eration

6.3.2 Proc d re

The container s al have a lo d u iformly distributed

over the flo r in s c a way that the combined mas

of the container an test lo d is eq al to 2 R, an it

s al b carefuly lf ed from al four to corners in

s c a way that no sig ificant ac eleration or de-

celeration forces are a pled

For al platorm containers,the l fin forces s al b

a pl ed vertical y

Afer l fin , the container s al b s sp n ed for

5 min an then lowered t o the grou d

6.3.3 Re uireme ts

O n completion of the test, the container s al s ow

neither p rmanent deformation nor a normal ty

whic wi ren er it u s ita le for u e, an the di-

men ional req irements afectin han ln ,sec rin

an interc an e s al b satisfied

Table 3 - F rc s to be ap le in sta kin te t

T est per c ntain r Te st orc e per pa ir of e d Super imp s d mass

f itt i g r epr es nte b te t for c e (al four cor ner s

Contain r de sig a on s imult a ne ou ly)

of one con tal n er, al b i ng rated to 2 0 0 k , an an ac eleratlon of 1,8g [The corn er p sts of such Containers are

k own tohave b en tested to 8 4 0 k (19 4 0 Ib)

4) 2 ,4 mm = 1 in; 3 mm = 1 1/2 in

This test s al b car ied out to prove the a i ty of

a container to with tan b in lfed from its four

b tom corner fitin s by me n of l fin devices

b arin on the b tom corner fitin s only an at

tac ed toa sin le tran verse central spre der b am

a ove the container

6.4.2 Proc d re

The container s al have a lo d u iformly distributed

over the flo r in s c a way that the combined mas

of container an test lo d is eq al to 2R , an s al

b careful y lfed from the side a ertures of al four

b tom corner fitin s in s c a way that n sig ifi-

cant ac eleration or deceleration forces are a pled

4 " to the horizontal for ICC, IC an ICX

In e c case, the l ne of action of the l fin force an

the outer face of the corner fitin s al b no further

a art than 3 mm5) The lfin s al b car ied out

in s c a man er that the l fin devices b ar on the

four b tom corner fitin s only

This test s al b car ied out to prove the a i ty of

a container to with tan lon itu inal external re-

straint u der d namic con ition of rai way o er-

ation , whic impl es ac eleration of 2

6.5.2 Proc d re

The container s al have a lo d u iformly distributed

over the flo r in s c a way that the combined mas

of the container an the u iformly distributed test

lo d is eq al to R, an it s al b sec red

lon itu inal y to rigid an hor p ints throu h the

b tom a erture of the b tom corner fitin s at one

en of the container

A force of 2Rg s al b a pl ed horizontal y to the

container throu h the b tom a ertures of the other

b t om corner fitin s, first toward an then away

from the an hor p ints

6.5.3 Re uireme ts

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normalty

whic wi ren er it u s ita le for u e, an the di-

men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

6.6 T est No 5 -Strength of end wal s (where

provide d)O)

6.6.1 Ge eral

This test s al b car ied out t o prove the a i ty of

a container to with tan forces u der the d namic

con ition refer ed to in 6.5.1

Afer l fin , the container s al b s sp n ed for

5 min an then lowered t o the grou d

6.fi2 Proc d re

6.4.3 Re uireme ts

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normal ty

whic wi ren er it u s ita le for u e, an the di-

men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

The container s al have e c en tested when one

en is bl n an the other eq ip ed with sp cial

fe tures In the case of s mmetrical con tru tion,

one en only ne d b tested The container s al b

s bjected t o an internal lo din of 0,4Pg The

internal lo din s al b u iformly distributed over

the wal u der test an aran ed to alow fre de-

flection of the wal

5 )

3 8 mm = 1 1 2 in

6 ) Tests No 5 and N 7 are a pl ica le to Only some typ s of pla o rm-b ased containers Test No.6 o IS 14 6-1:19 0 ( stre ngth of

si de wa lls) is not a plca le

IS014 6-5:19 1(E)

6.6.3 Req irements

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normal ty

whic wi ren er it u s ita le for u e, an the di-

men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

6.7 T est No 7 - Strength of the roof (where

pr~vided)~)

6.7.1 General

This test s al b car ied out to prove the a i ty of

the rigid ro f of a container, where fited, t o with-

stan the lo d imp sed by p rson workin on the

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normalty

whic wi ren er it u s ita le for u e, an the di-

men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

6.8 T est No 8 -Flo r strength

6.8.1 General

This test s al b car ied out to prove the a i ty of

a container flo r to with tan the con entrated d -

namic lo din d rin cargo o eration in olvin

tru k or simi ar devices

irec-tion p ral el to the axle of the whe l) by 10 m m e)

an that e c whe l makes ph sical contact over

an are within this en elo e of not more than

14 cm2 s) The whe l width s al b nominal y

18 m m 8) an the whe l centres s al b nominaly

7 0 mm8 ) The test vehicle s al b manœu red over

the entire flo r are of the container b th

lon itu inaly an tran versal y T he test s al b

made with the container restin on four level s p-

p rts u der its four b tom corner fitin s, with its

b se stru ture fre to deflect

6.8.3 Req irements

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normal ty

This test s al b car ied out to prove the a i ty of

a container, other than a platorm container, to

with tan the tran versal rac in forces res ltin

from s ip movement

6.9.2 Proc d re

6.9.2.1 The container in tare con ition (T)s al b

placed on foi r level s p orts, one u der e c cor-

ner fitin , an s al b restrained again t lateral

an vertical movement by me n of an hor devices

actin throu h the b tom a ertures of the b tom

corner fitin s L teral restraint s al b provided

only at a b tom corner fit in diagonal y o p site

an in the same en frame a s the to corner fitin

to whic forces are a pled When testin the two

en frames se arately, vertical restraint s al b

a pled only at the en frame u der test

6.9.2.2 In the case of containers of typ code 6 or

6 , in order to re resent typical service con ition

a s closely as practica le, the to corner fitin s at

the en or en s of the container u der test s ould

b con ected tran versaly by me n of a memb r

or memb rs re resentin the lower tran verse

memb r(s) in the en frame(s) of a s p rimp sed

container The re resentative memb r s al b

sec rely atac ed t o the corner fitin s so that the

lo d wi b eq aly a pled to the two p sts

6.9.2.3 Forces of 15 kN l s al b a pled either

se arately or simultane u ly to e c of the to

cor-ner fitin s on one side of the container in lnes

p ral el b th to the b se an to the planes of the

en s of the container The forces s al b a pled

first toward an then away from the to corner fit

tin s

7) Tests No 5 an d N o 7 are a plca le to o ly some typ s of pla o rm-b ased containers Test No 6 of IS014 6-1:19 0 (s tre ngth of

sid wals ) is n t a plca le

8) 142 cmz = 2 i n 2; 3 0k = 6 0Ib; 2 3 k g = 6 0 1b; 5 6 k = 12 0 Ib; 15 kN = 3 7WIbf; 10 mm = 4in; 18 0 mm =

7 in; 18 5 mm = 7 1/4 in; 6 0 mm x 30mm = 2 in x 12in; 70 mm = 3 in

In the case of a container with identical en s, only

one en ne d b tested Where a n en is not es-

sentialy s mmetrical a out its own vertical centre-

lne, b th sides ofthat en s al b tested

For alowa le deflection u der ful test lo din ,se

5.5

6.9.3 Re uireme ts

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normal ty

whic wi ren er it u s ita le for u e, an the di

-men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

N OT 6 T he sa tisfac t ory c omple t ion of this te st by a

contain r o f ty pe cod 6 or 6 imple t hat e c p os t ma

be s ubjec t ed to a max imum tr an v er se ra ckin loa in o f

7 kN9) in s r vic

6.10 T est No 10 - Rigidity (longitu inal) (not

a pl ca le to plat orm containers)

6.10.1 Ge eral

This test s al b car ied out to prove the a i ty of

a container, other than a platorm container, to

with tan the lon itu inal rac in forces res ltin

from s ip movement

For a container whic has in omplete s p rstru

-tures, a total rac in lo din of 15 k N9) is as umed

to b s ared b twe n the two en s of the container

in the ratio of 2 to 1, althou h there is u certainty

s r ou din the precise division of lo din T he test

s al b a pled in ac ordan e with the proced re

given in 6.10.2

6.10.2 Proc d re

6.10.2.1 T he container in tare con ition (T) s al

b placed on four level s p orts, one u der e c

corner fitin , an s al b restrained again t lon

i-tu inal an vertical movement by me n of an hor

devices actin throu h the b tom a ertures of the

b tom corner fitin s L n itu inal restraint s al

b provided only at a b tom corner fitin

diagonal y o p site an in the same side frame as

the to corner fitin to whic the force is a pled

6.10.2.2 For containers with in omplete s p r-

stru ture ( yp s 61, 6 , 6 an 6 ), forces of 5 k N9i

s al b a pled either se arately or simultane u ly

to e c of the to corner fitin s on one en of the

container in lnes p ral el b th to the b se of the

container an to the planes of the sides of the con-

tainer The forces s al b a pled first toward an

then away from the to corner fitin

IS0 14 6-5:19 1[E )

6.10.2.3 For containers with complete s p rstru -

ture ( yp s 6 , 6 an 6 7 ), forces of 7 kNg) s al b

a pl ed either se arately or simultane u ly to e c

of the to corner fitin s on one en of the container

in l nes p ral el b thto the b se of the container an

to the planes of the sides of the container T he

forces s al b a pl ed first toward an then away

from the to corner fitin

6.10.2.4 In the case of a container with identical

sides, only one side ne d b tested Where a side

is not es ential y s mmetrical a out its own vertical

centrelne, b th en s of hat side s al b tested

For alowa le deflection u der ful test lo din , se

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normalty

whic wi ren er it u s ita le for u e, an the di-

men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

T he container s al have a lo d u iformly distributed

over the flo r in s c a way that the combined mas

of container an test lo d is eq al to 1,6R It s al

b s p orted on two horizontal b rs, e c 20 0 mm9)

wide, projectin 18 8 mm Jr 3 mm9)into the fork

p c et, me s red from the outside face of the side

of the container.The b rs s al b centredwithin the

p c ets

Afer lfin , the container s al b s p orted for

5 min an then lowered tothe grou d

6.1 2.2 Contain rs fit e with two s ts of fork-l f

IS014 6-5:19 1(E)

A secon test s al b a pled to the (ad itional)

in er p c ets The proced re for this secon test

s al b as req ired in 6.1 2.1 ex e t that, in this

case, the combined mas of the container an test

lo d s al b eq al to 0,6 5R, an the b rs s al b

placed in the in er p c ets

6 11 3 Req irem ents

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normalty

whic wi ren er it u s ita le for u e, an the di-

men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

6.12 T est No i 2- Lif ing from the bas at

grappier-arm positions (where provided)

6.12.1 General

This test s al b car ied out on an container whic

is fited with fixtures for b in l fed by gra pler

arms or simi ar devices with l f in p sition a s de-

tai ed in an ex D

6 12 2 Proc d re

The container s al have a lo d u iformly distributed

over the flo r in s c a way that the combined mas

of the container an the u iformly distributed test

lo d is eq al to

1,2 5R, an it s al b s p orted at

the fo ur p sition where provision has b en made

for the eq ipment en isaged in 6.12.1, over an are

of 3 mm x 25 4 mrn10) centraly located at e c of

the four p sition , cle r of the safety l ps

Afer lfin , the container s al b s p orted for

5 min an then lowered tothe grou d

6.12.3 Req u irem en ts

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normalty

whic wi ren er it u s ita le for u e, an the d

i-men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

6.13 T est No 13 - We therproofne s (where

a pro riate)l )

6 13 1 Proc d re

A stre m of water s al b a pl ed on al exterior

joints an se ms of the container from a noz le of

12 ,5 mmlo) in ide diameter, at a pres ure of a out

10 k Palo) [cor esp n in to a he d of a out 10 mro)

of water] on the upstre m side of the noz le The

noz le s al b held 1,5 m’O) from the container u -

der test, an the stre m s al b traversed at a vel-

ocity of 0,l m/slO)

Proced res in olvin the u e of several noz les are

ac e ta le provided that e c joint or se m is s b-

jected to a water lo din not les than that whic

would b given by a sin le noz le

6 13 2 Req u iremen ts

O n completion of the test, the container s al b fre

from p netration of water

7 Te ting of plat orm-ba ed containers

w ith incomplete super str uctur e in the

folded condition ( y pe codes 6 and 64

only) a nd of an interlocked pi e of s uc h

containers

7.1.2 The s mb l i denotes the maximum n mb r

of containers whic form an interloc ed pi e as d

e-fined in 3.6 an 4 1.3

7.1.3 Th test lo d sp cified in al the fol owin

tests are the minimum req irements

7.2 T est

No

14

Sta k ing ( ype codes 6 and

-6 only)

7 2.1 General

This test s al b car ied out to prove the a i ty of

a foldin container, in the folded con ition, to s p-

p ri a s p rimp sed mas of fuly lo ded

con-tainers, takin into ac ou t con ition a o rd s ips

at se an the relative ec entricities b twe n

s p rimp sed containers

Ta le sp cifies the force t o b a pl ed a s a test to

e c p ir of corner fitin s an the s p rimp sed

mas that the test force re resents

10) 10 kPa = 14,5 psi; 12,5 mm = 1 2 i n ; 1,5m = 5 f; 10 m = 3 f; 3 mm x 2 4 mm = 114 in x 10 in; 0.1 m/ s = 4 in/s

1 ) Fo r example, typ 6 co ntaine rs equ i pp d w it h side c rtain

7.2.2 Proc d re

The container in the tare an folded con ition s al

b placed onfour level p d , one u der e c b tom

corner fitin The p d s al b centralzed u der

the fitin s an s al b s bstantialy of the same

plan dimen ion a s the fitin s

The container s al b s bjected t o vertical forces

a pled either to al four fe tures provided for

stac in (as in 5.3.2)simultane u ly or to e c p ir

of same fe tures at the a pro riate level sp cified

in ta le

The forces s al b a pled throu h a test fixture

eq ip ed with corner fitin s as sp cified in

IS0 1 61 or eq ivalent fitin s whic have imprints

of the same ge metry (¡e with the same external

dimen ion , c amfered a erture an rou ded

ed es) a s the b tom face of the b tom corner fit

tin sp cified in IS0 1 61 If eq ivalent fitin s are

u ed they s al b desig ed to prod ce the same

efect on the container u der the test lo d as when

corner fitin s are u ed

In al cases, the forces s al b a pled in s c a

man er that rotation of the planes throu h whic the

forces are a pled an on whic the container is

s p orted is minimized

Ea c h corner fitin or eq ivalent fitin s al b ofset

in the same direction by 2 5 ,4 mmlz) lateral y an

3 mml*) lon itu inaly

7.2.3 Re uireme ts

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normalty

whic wi ren er it u s ita le for u e an the di-

12 ) 2 4 mrn = 1i n ; 3 rnrn = 1 1 2 i n ; 2 91 m rn = 10 in

IS0 14 6-5:19 1(E)

men ional req irements afectin han ln , sec rin

an interc an e s al b satisfied

7.3 T est No 15 - Lif ing of an interlocked pi e

b the top

7.3.1 Ge eral

This test s al b car ied out to prove the resistan e

of either a platorm or a folded container con ected

to a interloc ed pi e when l fed from a ove u in

the fe tures (se 5.3.2)provided, an with the lfin

forces a pl ed verticaly

7.3.2 Proc d re

The container s al b con ected by me n of

interloc in devices or by its integral interloc in

devices (where fited) to another container or t o a

test fixture whic simulates a secon container, so

that the gros mas lfed by the container u der test

is ( n -1)7, the mas b in eq aly s ared amon

the interloc in devices, where n is the largest

n mb r of interloc ed u its havin a combined

heig t of les than 2 59 1 rnrnlz)

The combined u its s al b carefuly l fed from al

four to corners in s c a way that no sig ificant

ac eleration or deceleration forces are a pled

7.3.3 Re uireme ts

On completion of the test, the container s al s ow

neither p rmanent deformation nor a normalty

whic wi ren er it u s ita le for u e, an the di-

men ional req irements afectin han l n , sec rin

an interc an e s al b satisfied