International Standard 379 INTERNATIONAL ORGANIZATION FOR STANDARDIZATION ME)KCIYHAPOAHAR OPrAHM3AUMR I lO CTAH/JAPTbl3ALWl@ORGANlSATlON INTERNATIONALE DE NORMAUSATION Gymnastic equipment Horizontal b[.]
I n tern ati o n al I N TE R N ATI O N AL OR G AN I ZATI O N FOR G ym n asti c En g i n s Fi rst U DC de ed i ti o n - S TAN D AR D I Z ATI O N M E ) KC I YH AP O AH AR eq u i pm en t g ym n asti q u e - S tan d ard Barre - O P rAH M AU M R I lO H o ri zo n tal 79 C TAH /J AP Tbl ALWl @ O R G AN l S ATl O N : sport DE N O R M AU S ATI ON bar fi xe 80 -1 -1 685 644 D e scri ptors I N TE R N ATI O N ALE Ref e q u i pm e n t, g ym n asti c e q u i pm e n t, d i m e n si o n s, spe ci fi cati o n s, m ate ri al s spe ci fi cati o n s, N o e q u i pm e n t I S0 79 4980 (E ) s pe ci fi cati o n s P ri ce bas ed on pag e s Fo reword I S0 (th e I n tern ati on al n ati on al stan d ard s n ati on al Stan d ard s bod y i n terested ri g h t to an d be is in a carri e d represen ted on D raft I n tern ati o n al m e m be r th e I S0 ou t fo r th at for I n tern ati on al I S0 re creati on al ( I G F) been an d wi th I S0 by before is al so th e take wo rl d wi d e wo rk of h as fed erati on d evel opi n g co m m i tte e s co m m i tte e I n tern ati o n al th e i r a Th e te ch n i cal tech n i cal I SO, ad opted 379 was eq u i pm en t, was approved E ve ry been set org an i zati o n s, part te ch n i cal acceptan ce ci rcu l ated by th e d evel oped cooperati on to th e m e m be r in th e up of I n term e m ber h as th e g o vern m en tal wo rk co m m i tte e s as are I n tern ati on al G e rm an y, I ndia Arab Rep of N ew m e m ber te ch n i cal Te ch n i cal wi th m e m ber bod i es Au stri a Fran ce by in Au stral i a E g ypt, on a co m m i tte e appro val Stan d ard an d Fed erati on Th e bo d i es) th rou g h wh i ch l i so n Stan d ard s bod i es Stan d ard i zati on ) m em be r ci rcu l ate d to Stan d ard s by C o u n ci l Spo rts h as in for ( I S0 su bj e ct n on - g ove rn m en tal , th e It Org an i zati on i n sti tu te s of F bod i es th e fol l owi n g R bod i es of th e fo l l o wi ng in I SO/TC I n tern ati on al June 83, G ym n as ti c 979 co u n tri es Sou th : Afri ca, Rep of Spai n Zeal an d Swi tze rl an d P ol an d g rou n d s C o m m i tte e th e cou n tri e s U S SR exp ressed d i sappro val of th e d ocu m en t : I tal y N eth erl an d s Th i s I n tern ati on al wh i ch it co n sti tu tes I n tern ati on al P ri n te d in S wi tz e rl an d Stan d ard a can ce l s te ch n i cal Org an i zati on an d re pl ace s I S0 Reco m m en d ati o n re vi si o n for Stan d ard i zati o n , 980 R 79-1 964, of I S0 I N TE RN ATI ON ALSTAN D ARD G ym n asti c S cope eq u i pm en t an d fi el d of - H o ri z o n tal Th e appl i cati o n I n tern ati on al re q u i rem e n ts trai n i n g , in Stan d ard for ord er spe ci fi e s h o ri zo n tal to pe rm i t bars a th e fo r tru e fu n cti on al u se in an d safe ty com peti ti on s co m pari so n of an d th e tre d i m e n si o n D i m en si o n s Th e d i m e n si o n s fi g u re of m an u factu rer th e Th e Th e of h o ri zo n tal th e h ori zon tal d i m en si o n s bar n ot bar sh al l speci fi e d be are l e ft th ose to to n ot corre spon d to fi g u re cen tre ve rti cal of 400 of pl an e, ce n tre i n d i cated th e h ei g h t mm th e bar m ay be th e co rrespon d i n g pi n s, th e to al l o wi n g sam e as th e th e From bar cen tre of of d i m e n si on th e fro m fro m bar in cen - su pports for M ateri al Th e bar co m pe ti ti o n s sh al l be at 550 d i scre ti o n + mm Th e s h al l be m ad e of stai n l e s s ste el of at l east 200 N /m m * stren g th su pports sh al l be of ste el or eq u i val e n t m ateri al D i m e n si o n s cen tre d i stan ce d efl e cti o n in te n si l e n eed to perform an ce Th e (E ) bar cen tre Th i s 79 4980 in m i i l i m e tre s to th e ckl e pi n s Fi g u re - D i m e n si on s of h o ri zo n taB bar m e te r I so 79-1 80 (E ) E xecu ti on Wh en a u pper Th e ,8 su rface fi n i sh of th e bar s h al l co rrespo n d to R, = ,6 bar to 90 pm Th e co m pl e te co n stru cti on s h al l protected be co rro - ag n st at + th e = 200 h ori zon tal h ei g h t of N is bar, 550 at mm, th e th e as cen tre for u se d efl e cti on of th e wi th f th e sh al l be mm re m ova I of th e l oad , th e bar sh al l retu rn to i ts o ri g i n al S tre tch i n g d e vi ce D esi g n Th e h ori zon tal ten si o n G e n e ral Th e bar pi n s re q u i re m e n ts sh al l n ot pro j e ct, wi th th em of by tact S e ati n g in ord er to avo i d al l po ss i bi l i ty seati n g way th at th e th e bar bar on m ay th e - ti o n al Th e of su ppo rts swi n g s h al l fre e l y an d be d esi g n ed wi th ou t in n oi se su ch in an d tu d i n al Th e be ag n st se cu red rotati on arou n d i ts l on g i - of sh al l g to h ave th e a m eth od h om og en eou s of test g i ve n e l asti ci ty, bel ow (see d e term i n ed fi g u re of of th e for N, 40 bar th read th e ten si on N are of stretch i n g th e 2) It th e as sh al l 5 E l asti ci ty bar fl o or, l east axi s acco rd i n 00 u se, read sh al l be d i re ctl y asse m bl ed fro m th e wi th a tu rn bu ckl e is s ti l l th e - co n s i d e rati o n i n fl u e n ce d tu rn bu ckl e d e vi ce ) sh al l nut be by Th e th i s (between provi d e d fu n c- val u e on th e su p- th e si d e rope 000 fou r we l l be N co n n e cti on s as each capabl e s h al l be of wi th ou t po ssi bl e 450 an d of to between th e ad j u st 750 mm E l as ti ci ty of h ori zo n tal bar for an d stre tch i n g attach m en t su bm i tted perm an en t th e su pport d e vi ce s bei n g an y Ad j u stm e n t between of to a te st to l oad th e of at d eform ati on b ar th e by Di m en si on s Fi g u re u n d er d e ci si ve l y al l E ach m u st read y + val u e ri g h t- h an d d evi ce, bar Th e prope rti e s toward s d i re cti on s Th e bar, 400 of port Th e m eter N OTE i n j u ry appl i ed posi ti on e d posi ti o n a F fo rce of a Afte r si on test face h ei g h t n otch es in of in th e h o ri zon tal steps m i i i i m e tre s of 50 bar mm