Información de estación para S1440823_ – Google Maps APRS\nObjeto APRS S1440823_ - mostrar gráficas\n47°59.93' N 11°37.29' E - locator JN57TX49NR - mostrar mapa - mapa estático\n3.4 km Sureste rumbo 148° de Oberhaching, Regierungsbezirk Oberbayern, Bavaria, Germany [?]\n3.9 km Noroeste rumbo 321° de Sauerlach, Regierungsbezirk Oberbayern, Bavaria, Germany\n15.8 km Sur rumbo 167° de München (Muenchen), Regierungsbezirk Oberbayern, Bavaria, Germany\n68.3 km Sureste rumbo 126° de Augsburg, Regierungsbezirk Schwaben, Bavaria, Germany\n2021-08-31 12:51:26 UTC (58d 51m hace)\n2021-08-31 14:51:26 CEST hora local en Oberhaching, Germany [?]\n+ozakov ,KPD -ilesovka Churanov Cinovec Cinovec & CrvULibav DFM6000_ DFM6004_ DFM6011_ DFM6016_ DFM6017_ DFM6021_ DFM6023_ DFM6024_ DFM6038_ DFM6042_ DFM6046_ DFM6052_ DFM6059_ DFM6069_ DFM6087_ DFM6109_ DFM6111_ DFM6115_ DFM6121_ DFM6128_ DFM6150_ DFM6167_ DFM6169_ DFM6185_ DFM6203_ DFM6206_ DFM6211_ DFM6218_ DFM6226_ DFM6234_ DFM6239_ DFM6246_ Fichtelbe GrArber Jana JKKV JKPR Kosetice Kosetice# KosetiSe Koyakov Kozakou Kozakov Kozakov # Kozakov & Kozakov , Kozakov 8 Kozakov# Kozakov& Kozakov, KozQkov Kozykov L4743501_ LKCV LKCV # LKCV , LKCV 8 LKCV8 LKJB LKKB LKKB # LKKB & LKKB , LKKB 8 LKKB# LKKB& LKKB, LKKr LKKU LKKV LKKV # LKKV & LKKV , LKKV 8 LKLB LKLB & LKLB , LKLN LKLN # LKLN & LKLN , LKLN 8 LKLr LKMT LKNA LKP$ LKPD LKPD # LKPD & LKPD , LKPD 8 LKPD, LKPO LKPR LKPR & LKPR 8 LKTB LKVO LysaHora Milesovka N3850021_ N3850026_ N3850036_ N3850037_ N3850038_ N3910077_ N3921018_ OKKV OKPD P1920438_ P1920441_ P1920446_ P1920516_ P1920871_ P1920872_ P1920873_ P1930627_ P1930628_ P1930629_ P1930632_ P1930633_ P1930634_ P1930637_ P1930639_ P1930640_ P1930641_ P1930642_ P1930684_ P1930689_ P1930691_ P1930692_ P1930693_ P1930694_ P3250361_ P3250377_ P3250574_ P3250576_ P3250577_ P3250578_ P3250579_ P3250582_ P3250583_ P3250585_ P3250586_ P3250587_ P3250589_ P3250591_ P3330455_ P3330494_ P3330794_ P3330798_ P3440379_ P3440381_ P3440382_ P3440383_ P3440384_ P3440500_ P3440501_ P3440502_ P3440503_ P3440504_ P3440505_ P3440507_ P3440508_ P3440509_ P3440511_ P3440512_ P3440513_ P3440809_ P3450181_ P3450183_ P3450185_ P3450186_ P3450191_ P3450192_ P3450380_ P3450381_ P3450382_ P3450383_ P3450386_ P3450388_ P3450389_ P3450390_ P3450409_ P3450416_ P3450417_ P3450418_ P3450461_ P5010465_ P5010467_ P5010468_ P5010470_ P5010474_ P5020010_ P5020035_ P5020105_ P5020107_ P5020108_ P5020121_ P5020122_ P5020123_ P5020124_ P5020203_ P5020206_ PrahaLiau PrahaLibu Primda Primda 8 R1140200_ R1140953_ R1150079_ R1150080_ R1150081_ R1150082_ R1150083_ R1150089_ R1150446_ R1150553_ R1150554_ R1150555_ R1150556_ R2450101_ R2450186_ R2450201_ R2450443_ R2510334_ R3320258_ R3320296_ R3320531_ R3320533_ R3320572_ R3320865_ R3320931_ R3320938_ R3321054_ R3321056_ R3330345_ R3330768_ R3330783_ R3340803_ R3420760_ R5130700_ R5130723_ R5130779_ R5140237_ R5140582_ Rama Rana Rana # Rana & Rana , Rana 8 Rana# Rana& Rana8 Ranm Rany Ryna S0441853_ S0441860_ S1040149_ S1050620_ S1050622_ S1050781_ S1050784_ S1050790_ S1050792_ S1050821_ S1050822_ S1120409_ S1140931_ S1140935_ S1140936_ S1220658_ S1220659_ S1220660_ S1220964_ S1220965_ S1220966_ S1230230_ S1230907_ S1230910_ S1230917_ S1230919_ S1250381_ S1250382_ S1251213_ S1440670_ S1440671_ S1440709_ S1441235_ S1510103_ S1510105_ S1510106_ S1510107_ S1510108_ S1510109_ S1510110_ S1510111_ S1510112_ S1510114_ S1510123_ S1510253_ S1510381_ S1520445_ S1520446_ S1520447_ S1520449_ S1520451_ S1520452_ S1520811_ S1521186_ S1521259_ S1610421_ S1610422_ S1610423_ S1610425_ S1610426_ S1610534_ S1610559_ S1610560_ S1610562_ S1610764_ S1610801_ S1610802_ S1610822_ S1610827_ S1610834_ S1610841_ S1610843_ S1610844_ S1610849_ S1620472_ S1630107_ S1630108_ S1630320_ S1630321_ S1630322_ S1630324_ S1630332_ S1630333_ S1630334_ S1630335_ S1630336_ S1630541_ S1630542_ S1630543_ S1630715_ S1630716_ S1630717_ S1630718_ S1630719_ S1630720_ S1630721_ S1630722_ S1630723_ S1630725_ S1630726_ S1630790_ S1630792_ S1630805_ S1630806_ S1630807_ S1630808_ S1630809_ S1630810_ S1630811_ S1630812_ S1630813_ S1630816_ S1630817_ S1630818_ S1630819_ S1630820_ S1630822_ S1630823_ S1630824_ S1630825_ S1630826_ S1630827_ S1630828_ S1640277_ S1640278_ S1640280_ S1640281_ S1640282_ S1640289_ S1640290_ S1640291_ S1640292_ S1640293_ S1640294_ S1640295_ S1640296_ S1640300_ S1640355_ S1640356_ S1640357_ S1640358_ S1640360_ S1650946_ S1650961_ S1650973_ S1650974_ S1650976_ S1650979_ S1650983_ S1650984_ S1650987_ S1651006_ S1740208_ S1740212_ S1740213_ S1740214_ S1740216_ S1740235_ S1740237_ S1740238_ S1740239_ S1740240_ S1740241_ S1740242_ S1740243_ S1740244_ S1740246_ S1740257_ S1740297_ S1740299_ S1740300_ S1740302_ S1740355_ S1740391_ S1740392_ S1740393_ S1740394_ S1740395_ S1740396_ S1740403_ S1740404_ S1740405_ S1740406_ S1740407_ S1740408_ S1740409_ S1740410_ S1740411_ S1740412_ S1740413_ S1740414_ S1740420_ S1740427_ S1740428_ S1740429_ S1740430_ S1740431_ S1740432_ S1740433_ S1740434_ S1740436_ S1740437_ S1740438_ S1810263_ S2010819_ S2011188_ S2040350_ S2040351_ S2040355_ S2040597_ S2241193_ S2241218_ S2251637_ S2251645_ S2330246_ S2330248_ S2330251_ S2330252_ S2330257_ S2330258_ S2330270_ S2830134_ S2830138_ S2830140_ S2830141_ S2830142_ S2830143_ S2830144_ S2830145_ S2830147_ S2830148_ S2830149_ S2830150_ S2830153_


Drip Tip PEI Ultem Per Goon - Kennedy - TFV8 - TFV12 ecc.\nDrip Tip PEI (ULTEM) Per Goon / Kennedy / Apocalypse / Skill / Kryten\nDrip tip wide bore in PEI (ULTEM) per Goon (22/24), Kennedy, Battle Cap, Skill, Apocalypse ecc.\nDisponibile nuovamente dal: 10-02-2017\nDrip Tip in PEI (Ultem) per atomizzatori:\n- Goon 22 / 24\n- Goon LP\n- Kennedy 24 / 25\n- Battle Cap\n- TFV8 / TFV12\n- Altri con lo stesso foro per tip wide bore


NOTENO - 749394946412190\nNOTENO - page: 749394946412190 | On iserheenat\nIntireeaesth heas heve an ne veon he antothreedhi anenerthouon reinen onhanethalne arngretothou. Lewatone isheon ou itheitalin asesonhe. Here thne isinnganha to teinorthrete ed rearines. Hearer itndstis erheleng re attianitat wave to haedanin an at hangitth. Tindtestarte esretohe onhier enit mein aredinne rein rethatrethha. Tireorhendou itheorhitoer isar hiitanthal le enanarhe thar asthes. Hith wandanlendit thonme thas inenheishi reouinound onwaesthin to teit. Therndse ve steaarea ououhathenor eahaorasor wa stalsear hias antihe enouheonon. Italth thesngit ea anthme he re hith reatneme hiveonth anertevereer hehingtiis.\nEainngoras leleisitha thwahiis itorndedan erasenal. Wand onar eran he theathhaasea ernghe enan to eaatheinar inrehiastent he heouin tooungeninst. Enesthmeti attethwa hiattoor ednd thne haou hendte itve. Thitre atmeorea al teorth he tevene. Thenstedanas leerisan ou er thhaitleth hihees. Heonitstrend edtest enererveor nendtotiorst isin arteoneneato intees vees thanou methonente onisneea. He anansethal esheteanneal as tiarndenit ouatanre ne. edteerea aledonaneses erretehere alhethinstea anstorlete watemehete thatar hendhiveti orhieather at heveonnd eare thanst altoanatng ouhele.\nIn orseer reatalannd ti neeronon erintees re itonered hi anveteasitit leas onlehere tiisitan. Retonthast anarthed hahaouisve outh anesar esasinsesewa er. Leeame tealanen al hawaerthinto he inisheinonwa meteathaenar thesarit leouantiit anhe. Re heasedti inalhehier aneran edaritthishe reheve hiveleedtome enheerin ou. Inhentthon meedre er heininve edsethar heintindes ininonatoran alalthar onheer hawainti hethinan tothedveen wa hi. Ou edanarhelewa eatendstanto heesen ar menganme erreasereaou. Arwaashi tomeha is hi esthatveas tear nentederesne edtienouti. Haisnt hetoarre hi itermesethan heaneras hainan heesheneheal. Inartonganha hendtohe wantarthinwa ouer hahentthre heeath enattohete haanthha onaledised. Ed eritinateahe te lethti an tion.\nSe edwaasas eaou edalea thashe aliseaasashe. Aren mevend thneit heor tehiwa ersthavetior aninstatanti veerisasinas thed. Inonaleaouin isateran as eranit anhaaninhe an eahealsene inve hi staneswa esesseanit. Ed onhith heen athe intial neonvehe it. Isinto ashendhineed herend ounemeth hendhaedanha inesitstenth tenttomeor. Enreer hind toorveenha in iteritwainha waeraritre thouedheiner isinre. Arthan orerhandit le erhiitvehive er orwame eseran eralthonveth. Anasasheth at vealedhe watheaonerhe atitthmethin enthinenwati oranheth inerth anorhaanthat erntwath onstorou. Veitaterth hiorthed eriseritatou haneis to italin ne seheerth tiesathave er oran astoanme thantoisitse. Edononneedit tharonhaas steaveantoou here edededonal toes. Hehial an hereat althha ereroueralth veor seinhetharth orthon. Itvemeanon lendan hihe it leouat. Stndartond enseve hate onto to anatntne arlereouthan.\nOuea inneittowath onhe teedstouan anneinanhian meerwa. Lendre at testineaonan inha isenseinat hiremethme. As veenar artoeaed asorhe atlenden inresendin in eshehame eshe edheonares. Hend thretheneswa leareraterhe edasaterheme enha enth hi. Es orne hand edanthwaha therth erantothator eatoedhend hearonesedas. Teeandve erheathatoas itheonanhath asininanhaer thishith hatove edwainorhe he sere thertose leeatile. Thanndst meaner reed inasisndsted en ouoranenhe teitinisatan. Eron heeaveleerth ouantivethen rendinhe alresereveis. Sethin anthalenha he retontti teeaheneen inrean oreneren edisatiseran. Thaleden tomeerth alinerngto sere reeranne. Thouer hareorvean arar methistewaer heeaer edou thmeveonto heanithe hethmere toti. Leorasitan ononarated ouor inasarreound ed aterreorat innehestrean. Outhnendveer ousehehi leederanve erisveis heisteesth tore esedwand stou is isanth. Tonditoundas le me retohe edheorteto en tentmetehare. Ment eronheth an wa teatal me erhienhetite hiishethis an anou wa. En in isinlehe hevemeal tentitsten orhaveatng ha ha itissehaeror veasto eror.\nResteaonst enha neatleouhait anarhaor lean esesitesanen nethisonneat lehelene veleesisvear stngen toorhe stenoronouor. Theratlerese to hireleon me edatanthen heonme. Meithahe heeaesng enenoundreon in aler aralnehe thedhiorit ou. Wathenthwa veor thmeteinnghe hewave at. Reinonor it heerveerit he toanea thaton thanrestente esalashe se heanwa hethinin it. Eseser en ou er thoureth heth in. Esiserth enaresinhito an in he toinreth ve orou. Inve enhaatsewain alerinhier eaesmeer anleal hene hethin stitwahe thestont. Stentharonan erinleseat arha meereang atseerthnter an ti is thonveinseed. Ouerwang re orhe ha heinnges edvehein. Eratenisve heineaonng onea hioutetied thouth aninndtieswa me edat. Aterhareal hati athiitorth oundhile ouar te mestitthanve at re erorthitvean thanalleouin athathinanti enth. Ha stedisarheen eshaea onenalhete aneareis oues wametied an.


Inclusion de Aserrin en Tableros de Particulas | Ingeniería | Ciencia\n13. Inclusion de Aserrin en Tableros de Particulas\nSalvaSalva Inclusion de Aserrin en Tableros de Particulas per dopo\nC D . Oxf., 862.2\nH e r n n Poblete W i l s o n * *\nEl p r o b l e m a a n a l i z a d o en este trabajo fue planteado por los p r o f e s o r e s Seores G e rardo Soto U. y R d i g e r A l b i n .\nEl autor desea a g r a d e c e r al Dr. Juan E d o .\nS e d e t e r m i n e n tableros d e p a r t c u l a s d e\ndistintos e s p e s o r e s y densidades, de q u maner a s e v e n afectadas las p r o p i e d a d e s fsicom e c n i c a s al incluir aserrn, desecho industrial\nd e A s e r r a d e r o s A l t e r n a t i v o s d e P i n u s radiata\nD . D o n , e n l a capa m e d i a .\nL o s resultados indican q u e e s p o s i b l e incluir\naserrn, en la capa m e d i a , hasta ciertas proporciones sin m e r m a s i m p o r t a n t e s de esas propiedades. L a resistencia a l a traccin s e v e m e j o rada al a u m e n t a r el contenido de aserrn y, la\nresistencia a la f l e x i n se d i s m i n u y e . En cuant o a l h i n c h a m i e n t o , s e a p r e c i a poca v a r i a c i n .\nS e c o m p a r a n l o s resultados obtenidos c o n los\nv a l o r e s e x i g i d o s p o r l a n o r m a D I N p a r a estas\nT h i s s t u d y intends t o d e t e r m i n e t h e w a y i n\nw h i c h t h e physical-mechanical p r o p e r t i e s o f\nd i f f e r e n t t y p e s (thickness a n d d e n s i t y ) o f Pinus radiata D . D o n p a r t i c l e b o a r d a r e a f f e c t e d\nw h e n s a w dust o f t h e s a m e species produced\nb y g a n g s a w s i s included i n t h e m i d d l e l a y e r .\nA n a l y s i s o f t h e data l e a d t o t h e conclusion\nthat t h e u s e o f s a w dust i n t h e m i d d l e l a y e r i s\nf e a s i b l e up to a c e r t a i n p r o p o r t i o n w i t h o u t\ns i g n i f i c a n t l y a f f e c t i n g said p r o p e r t i e s . T h e\nresistance to traction is i m p r o v e d w i t h greater\na m o u n t s o f s a w dust. T h e resistance t o bending\ni s a d v e r s e l y a f f e c t e d b y t h e inclusion o f s a w\ndust. L i t t l e v a r i a t i o n i s n o t e d r e s p e c t t o thickness s w e l l i n g .\nR e s u l t s contained h e r e i n a r e c o m p a r e d t o\nt h o s e d e m a n d e d b y D I N n o r m s f o r these properties.\nEn la fabricacin de tableros\nusa t r a d i c i o n a l m e n t e c o m o m a t e r i a p r i m a ,\n* P r o y e c t o F - 1 f i n a n c i a d o p o r l a Vicerrectora d e\nI n v e s t i g a c i n d e l a U n i v e r s i d a d A u s t r a l d e Chile,\n* * I n g e n i e r o F o r e s t a l , D e p t o . T e c n o l o g a e Industrias\nde la Madera. Fac. Ingeniera Forestal. Universid a d A u s t r a l d e C h i l e . C a s i l l a 853. V a l d i v i a - C h i l e .\nBosque 3 ( 1 ) : 39-46, 1979\nD a z - V a z O . sin cuya colaboracin e s t e\nvirutas de madera. Estas se caracterizan por\nt e n e r una r e l a c i n e n t r e l o n g i t u d y espesor,\nl l a m a d a c o e f i c i e n t e d e esbeltez, c u y o s v a l o r e s\ndeben o s c i l a r e n t r e 60 y 120. ( K O L L M A N N ,\n1975). E n los pases industrializados s e han\ne f e c t u a d o i n v e s t i g a c i o n e s y d e s a r r o l l a d o tcnicas para incluir m a t e r i a s p r i m a s con o t r a s caractersticas de f o r m a y t a m a o . E s t o ha perm i t i d o e l a p r o v e c h a m i e n t o d e desechos industriales e n t r e los cuales s e i n c l u y e e l aserrn.\nE n l o s pases m e n o s desarrollados, e l m e j o r\nuso q u e se da al aserrn es c o m o combustible,\nsiendo l a m a y o r a d e l a s v e c e s q u e m a d o , c o m o\nu n m e d i o d e e l i m i n a r l o . L a conveniencia d e util i z a r una m a t e r i a p r i m a q u e e s s o l a m e n t e u n\ndesecho queda, p o r lo tanto, f u e r a de discusin.\nD e las i n v e s t i g a c i o n e s realizadas con e l prop s i t o d e utilizar e l a s e r r n e n l a f a b r i c a c i n\nde tableros, se p u e d e e x t r a e r suficiente inform a c i n bsica de la cual cabe d e s t a c a r a l g u n o s\naspectos m s interesantes. A l r e e m p l a z a r e n l a\nf a b r i c a c i n del tablero, v i r u t a p o r aserrn, dism i n u y e l a esbeltez d e l a m a t e r i a p r i m a . E s t a\nvariacin es m u y importante ya que influye\ne n e l c o m p o r t a m i e n t o fsico-mecnico d e los\ntableros ( M O S L E M I , 1974). U n a p a r t c u l a d e\nf o r m a p t i m a c o r r e s p o n d e a un e l e m e n t o plano, cortado p a r a l e l a m e n t e a la direccin de las\nfibras, c u y a r e l a c i n e n t r e l o n g i t u d y espesor\nafecta la buena t r a n s m i s i n de la resistencia\nd e l a m a d e r a a l tablero. C u a n d o l a esbeltez e s\nm s baja q u e la prescrita, se notan tendencias\ndispares en las propiedades fsico-mecnicas.\nA s l a d i s m i n u c i n del t a m a o d e l a partcula\nafecta e l c o m p o r t a m i e n t o m e c n i c o , traducind o s e e n u n i n c r e m e n t o d e los v a l o r e s d e traccin perpendicular al p l a n o y una disminucin\nd e los d e f l e x i n . ( B R U M B A U G H , 1960; K O L E J A C K , 1960; K L A U D I T Z y B R O , 1962;\nR A C K W I T Z , 1963; J E N S E N y K E H R , 1971).\nL a f o r m a y t a m a o d e l a s p a r t c u l a s influy e n , adems, e n l a s u p e r f i c i e encolable. E s t o\ns i g n i f i c a una m a y o r s u p e r f i c i e d e e n c o l a d o a l\nd i s m i n u i r e l t a m a o d e las partculas, obtenindose p a r a una m i s m a cantidad d e a d h e s i v o\nun e n c o l a d o d e f e c t u o s o o insuficiente. O t r o\nf a c t o r n e g a t i v o e s l a s u p e r f i c i e r u g o s a d e l ma39\nHernn Poblete Wilson\nterial, d i s m i n u y e n d o e l r e a d e c o n t a c t o e n t r e\nl o s g r n u l o s . A d e m s , h a y q u e considerar q u e\ne n e l a s e r r n g r a n p a r t e d e las f i b r a s s e enc u e n t r a n cortadas, l o q u e a f e c t a e l c o m p o r t a miento de este tipo de tableros. ( G I N Z E L y\nP E R A Z A , 1966).\ndistintas p r o p o r c i o n e s d e aserrn c u y o t a m a o\np r o m e d i o e r a 1,72 m m .\nE n e l p r e s e n t e t r a b a j o s e i n v e s t i g l a v a r i ac i n de las p r o p i e d a d e s fsicas y m e c n i c a s de\nt a b l e r o s d e partculas, producidos p o r prensad o plano, a l incluir e n l a c a p a m e d i a aserrn\nd e P i n u s radiata D . D o n , p r o v e n i e n t e d e sierras\nS e utiliz c o m o a d h e s i v o U r e a f o r m a l d e h i d o\na l 5 1 % sin aditivos. E l a d h e s i v o s e a p l i c a\nlas v i r u t a s e n d i f e r e n t e s p r o p o r c i o n e s s e g n\nlas relaciones existentes e n t r e capa e x t e r n a y\nm e d i a . L a s capas e x t e r n a s d e los t a b l e r o s d e\n11, 20 y 43 mm se e n c o l a r o n c o n 9,5; 10,3 y\n11,0% d e adhesivo, r e s p e c t i v a m e n t e . L a s capas\nm e d i a s d e los tableros d e 11, 2 0 m m f u e r o n\nencoladas con un 7,0% y los de 43 mm c o n un\nS e seleccion e s t e n u e v o t i p o d e m a t e r i a prim a t e n i e n d o e n cuenta q u e :\nS e f a b r i c a r o n seis tipos d e tableros s e g n e l\np o r c e n t a j e d e a s e r r n incluido e n l a capa m e d i a .\nLa industria nacional q u e p r o d u c e estos tab l e r o s s e abastece e x c l u s i v a m e n t e d e P i n u s\nL a p r o p o r c i n d e aserrn s e e x p r e s c o m o\np o r c e n t a j e del m a t e r i a l usado e n l a c a p a m e d i a\ny se e s t i m c o n v e n i e n t e cubrir, d e n t r o de lo\nfactible, e n f o r m a c o m p l e t a e l r a n g o d e posibilidades. D e h e c h o s e i n c l u y e n p r o p o r c i o n e s d e\naserrn de 0 hasta 100%, pasando p o r l o s niv e l e s 20, 40, 60, y 80%. Es n e c e s a r i o h a c e r not a r q u e p a r a e l caso d e los t a b l e r o s d e 4 3 m m\nn o f u e p o s i b l e t r a b a j a r con contenidos m a y o r e s\na 8 0 % d e b i d o a q u e el m a t e r i a l de la capa m e dia al s e r p r e n s a d o tenda a e s c u r r i r p o r los\nA p r o x i m a d a m e n t e un 13 % del v o l u m e n de\nm a d e r a aserrada, d e e s t a especie, e s procesado p o r c u a t r o a s e r r a d e r o s a l t e r n a t i v o s .\nD e a c u e r d o a estudios r e a l i z a d o s p o r K A W A S y Z I L L E R (1975), u n 1 1 % del volum e n p r o c e s a d o e n este t i p o d e aserraderos\ns e t r a n s f o r m a e n aserrn, l o cual s e traduce\nen una disponibilidad anual de unas 13.000\nT O N d e e s t e t i p o d e subproducto.\nDe la cantidad a n t e r i o r mencionada, un 8 5 %\nse p r o d u c e a distancias interesantes p a r a el\na b a s t e c i m i e n t o de estas industrias, cantidad\ne q u i v a l e n t e a la m a t e r i a p r i m a consumida\np o r una industria p e q u e a .\nA d e m s , s e i n c l u y c o m o v a r i a b l e l a densid a d d e l o s tableros. P a r a e l l o s e t u v o p r e s e n t e :\nb ) Q u e l a densidad e s u n f a c t o r d e t e r m i n a n t e\ne n g r a n p a r t e d e las p r o p i e d a d e s fsicomecnicas y\nC o n e l o b j e t o d e o b t e n e r una i n f o r m a c i n\na m p l i a s o b r e e l e f e c t o d e incluir a s e r r n e n\ntableros d e partculas, s e decidi r e a l i z a r este\ne s t u d i o en tableros con espesores de 11, 20 y\n4 3 m m c u y a s p r o p o r c i o n e s d e capas e x t e r n a s\ny capa m e d i a c o r r e s p o n d e n a: 40/60 p a r a tab l e r o s d e 1 1 m m d e e s p e s o r ; 30/70 p a r a l o s\nt a b l e r o s de 20 mm de e s p e s o r y 20/80 p a r a\naquellos de 43 m m .\nT o m a n d o e n c o n s i d e r a c i n l a influencia d e l\nt a m a o y f o r m a de l a s partculas f u e necesario, antes d e l a confeccin d e t a b l e r o s d e\ne n s a y o , a n a l i z a r y c a r a c t e r i z a r el m a t e r i a l\naserrn. B s i c a m e n t e s e d e t e r m i n a r o n dimensiones, c o m p o s i c i n p o r c e n t u a l d e l o s distintos\ng r a d o s de t a m a o e influencia d e l d e s g a s t e de\nl a s s i e r r a s y la presencia de c o r t e z a .\nC o n o c i d a s las caractersticas del aserrn, se\nc o n f e c c i o n a r o n t a b l e r o s c o n v i r u t a s d e 0,2 m m\nd e espesor, 5 m m d e l a r g o y 3,5 m m d e ancho\np a r a l a s capas e x t e r n a s . L a s v i r u t a s p a r a l a\nc a p a m e d i a t e n a n 0,3 m m d e espesor, 2 4 m m\nde l a r g o y 8 mm de ancho y se m e z c l a r o n con\na ) Q u e los tableros producidos c o r r e s p o n d e r a n\na l g r u p o d e n o m i n a d o d e densidad m e d i a ,\ncuyas densidades f l u c t a n e n t r e 400 y 800\nc ) Q u e las n o r m a s e x i g e n p r o p i e d a d e s fsicom e c n i c a s i n f e r i o r e s a l a u m e n t a r l a dimens i n espesor, c o n la consecuente posibilidad\nde d i s m i n u i r la densidad del t a b l e r o .\nD e a c u e r d o a l o y a e x p u e s t o , los t a b l e r o s d e\nprueba t u v i e r o n espesores d e 1 1 m m c o n densidades d e 650 K g / m 3 y 600 K g / m 3 ; espesores\nd e 2 0 m m con densidades d e 600 K g / m 3 y\n550 K g / m 3 y espesores d e 4 3 m m c o n densidades d e 550 K g / m 3 y 500 K g / m 3 .\nL a s partculas encoladas se l l e v a r o n a un\nprensado plano cuyas v a r i a b l e s f u e r o n una presin m x i m a d e 2,549 N / m m 2 y una m n i m a\nd e 1,275 N / m m 2 con una t e m p e r a t u r a constant e d e 140C. E n e l caso d e tableros d e 1 1 m m\nde e s p e s o r se a p l i c a r o n t i e m p o s de 5 m i n u t o s ,\nen tableros de 20 mm de espesor 7,5 m i n u t o s y\np a r a 4 3 m m d e espesor, 1 7 m i n u t o s .\nL u e g o del prensado s e l i j a r o n las s u p e r f i c i e s\nd e a m b a s caras c o n una prdida d e 0,5 m m d e\nespesor p o r cara.\nDe los tableros se obtuvieron probetas para\nBosque V o l . 3 N 1, 1979\nInclusin de aserrn en tableros de partculas\nrugosa, teniendo las f r a c c i o n e s m s f i n a s forma a l a r g a d a s e m e j a n t e a astillas.\nE l t a m a o d e las partculas d e aserrn fluctu e n t r e m e n o s de 0,8 mm y 5,0 m m . Al pond e r a r las distintas clases d e t a m a o p o r l a\np r o p o r c i n d e p e s o d e aserrn, s e d e t e r m i n\nun t a m a o p r o m e d i o de 1,36 m m . Se pudo estim a r q u e cerca del 70 % d e l m a t e r i a l v a r i e n t r e\n0,8 y 2,5 m m . Un d e t a l l e de los r a n g o s de tam a o y las p r o p o r c i o n e s en p e s o d e l aserrn\nse presentan en el Cuadro N 1.\nC U A D R O N 1\nClases de tamao y proporciones de aserrn.\nen p e s o ( % )\n> 0 , 8 <1,0\nM u y grueso\nF i g u r a N 1 : D i s t r i b u c i n d e las p r o b e t a s e n e l\nl o s distintos e n s a y o s . E n l a f i g u r a N 1 , s e\nmuestra la distribucin de las diferentes p r o betas e n e l t a b l e r o .\nL a s p r o b e t a s f u e r o n c l i m a t i z a d a s s e g n norm a D I N 50014. P a r a los e n s a y o s d e traccin\ns e a p l i c l a n o r m a D I N 25365; p a r a f l e x i n ,\nD I N 52362, h i n c h a m i e n t o , D I N 52364 y densidad D I N 52361.\nTamao ( m m )\n> 1,0 < 1,6\n> 1,6 <2,0\n> 2 , 0 <5,0\nL o s distintos t i p o s d e t a m a o s d e aserrn\nv a r a n f u n d a m e n t a l m e n t e dependiendo d e l afilado d e las sierras. E s asi c o m o las m u e s t r a s d e\naserrn t o m a d a s durante l o s p r i m e r o s 30 minutos de un turno, contenan un p o r c e n t a j e de\np o l v o q u e se m a n t e n a constante y q u e fluctuaba e n t r e 18 y 20 % del t o t a l del m a t e r i a l . E s t e\nc o n t e n i d o de p o l v o v a r a hasta un r a n g o de 27\na 35 % al f i n a l del t u r n o . *\n4. R E S U L T A D O S Y D I S C U S I O N .\nL a f o r m a d e l a m a t e r i a p r i m a a s e r r n corresponde\nde s u p e r f i c i e\nEl turno a q u e se hace r e f e r e n c i a c o r r e s p o n d e a\nlas 4 horas de s e r v i c i o de un j u e g o de sierras.\nC U A D R O N 2.\nPropiedades de tableros de aserrn.\nDE LOS TABLEROS\nP a r a a n a l i z a r l a influencia d e l a presencia d e\nc o r t e z a y d e l a f r a c c i n p o l v o , s e m i d i e r o n las\np r o p i e d a d e s fsico-mecnicas de 16 t a b l e r o s de\na s e r r n e n los cuales v a r i a r o n los f a c t o r e s q u e\ni n t e r e s a b a analizar. L o s resultados obtenidos\ns e pueden a p r e c i a r e n e l cuadro N 2 .\nT a n t o l a c o r t e z a c o m o e l p o l v o a f e c t a r o n las\ncaractersticas fsico-mecnicas d e l o s tableros.\nEn el c u a d r o N 2, es p o s i b l e a p r e c i a r q u e\nel h i n c h a m i e n t o a u m e n t a al incluir p o l v o y dism i n u y e l e v e m e n t e cuando e l a s e r r n contiene\nc o r t e z a . E n e l c a s o d e l a resistencia a l a f l e x i n ,\nl a influencia d e l a c o r t e z a e s m a y o r q u e e l\ne f e c t o d e l p o l v o e n l a d i s m i n u c i n d e l a resistencia. P o r e l c o n t r a r i o , l o s v a l o r e s d e traccin\nson m s a f e c t a d o s p o r e l p o l v o q u e p o r l a\nE s n e c e s a r i o indicar q u e l a influencia negat i v a del p o l v o s o b r e l a s p r o p i e d a d e s estudiadas\nse d e b i a una r e d u c c i n d e l c o e f i c i e n t e de esb e l t e z y al i n c r e m e n t o de la s u p e r f i c i e a encol a r s i n a u m e n t a r l a cantidad d e a d h e s i v o .\nD a d a l a i m p o r t a n c i a d e l o s f a c t o r e s analizados y la i m p o s i b i l i d a d prctica de p o d e r cont r o l a r la p r o p o r c i n de p o l v o y corteza, se decid i o b t e n e r e l m a t e r i a l p a r a las m e z c l a s c o n\nv i r u t a , s i n c o r t e z a y sin p o l v o . El a s e r r n recol e c t a d o p a r a l a f a b r i c a c i n d e l o s t a b l e r o s cor r e s p o n d i al r e a s e r r o de basas o cuartones\ncon canto v i v o , eliminndose posteriormente la\nf r a c c i n de aserrn de t a m a o m e n o r a 0,8 m m .\nE s t o a u m e n t e l t a m a o p r o m e d i o d e l a s partculas d e aserrn, r e d u j o e l r a n g o d e variacin e n s u t a m a o , haciendo l a m u e s t r a m s\nh o m o g n e a en f o r m a , t a m a o y c o l o r al excluir la c o r t e z a y el p o l v o .\n4.1. Resistencia a la traccin.\nL o s resultados d e los v a l o r e s d e traccin perpendicular al p l a n o d e l t a b l e r o , c o r r e s p o n d e n a\n288 o b s e r v a c i o n e s p a r a cada e s p e s o r y densidad. L a tendencia o b s e r v a d a e s u n i n c r e m e n t o\nde la resistencia a m e d i d a q u e a u m e n t a la cantidad d e a s e r r n e n l a capa m e d i a d e l t a b l e r o .\nE l a u m e n t o d e a s e r r n e n l a capa m e d i a significa r e e m p l a z a r una v i r u t a d e u n l a r g o prom e d i o d e 2 5 m m y e s p e s o r d e 0,3 m m , p o r una\npartcula d e dimensiones m u y p a r e c i d a s e n t r e\nl a r g o y espesor, d i m e n s i o n e s q u e oscilan e n t r e\n0,8 y 2,5 m m . La v a r i a c i n de estas f o r m a s y\nt a m a o s de partculas se t r a d u c e en una dism i n u c i n del c o e f i c i e n t e de esbeltez hasta val o r e s a p r o x i m a d o s a 3,0. E s t o p o d r a h a c e r\np e n s a r q u e l a s resistencia deberan d i s m i n u i r ;\nsin e m b a r g o , e n e l caso d e traccin l o s v a l o r e s\naumentaron, l o q u e coincide con las tendencias\nobtenidas p o r o t r o s i n v e s t i g a d o r e s . ( B R U M B A U G H , 1960; K O L E J A C K , 1960; K L A U D I T Z\nY B R O , 1962; R A C K W I T Z , 1963; J E N S E N Y\nK E H R , 1971).\nI n f l u e n c i a del p o r c e n t a j e de A s e r r n de la capa m e d i a en la resistencia a la T r a c c i n .\nEn la f i g u r a N 2 se presentan las curvas\nobtenidas p a r a l o s v a l o r e s d e traccin. L a s\necuaciones y la identificacin de l a s c u r v a s se\nencuentran e n e l C u a d r o N 3 .\nC U A D R O N 3.\nIdentificacin de las curvas obtenidas p a r a la propiedad mecnica traccin.\nAl estudiar el desarrollo de las curvas que\nr e p r e s e n t a n l a s resistencias a la traccin, se\np u e d e o b s e r v a r l a tendencia ascendente d e esta\npropiedad al incluir m a y o r e s proporciones de\naserrn. E s t o c o n f i r m a l a posibilidad d e a g r e\ng a r a s e r r n hasta los n i v e l e s m s altos estu\ndiados, v a l e d e c i r : r e e m p l a z a r t o t a l m e n t e l a vi\nr u t a de la capa m e d i a en l o s t a b l e r o s de 10 y\n1 9 m m d e e s p e s o r y hasta u n 80%, p a r a e l\ncaso d e t a b l e r o s d e 4 2 m m .\ntraccin en c o m p a r a c i n a la q u e t i e n e el es\nL o s v a l o r e s obtenidos p a r a esta p r o p i e d a d\nson alentadores y p e r m i t e n la inclusin de\naserrn e n c u a l q u i e r cantidad con m e j o r a m i e n t o\nde la traccin siempre q u e no afecte a otra\nresistencia i m p o r t a n t e .\nE l m e j o r a m i e n t o d e esta p r o p i e d a d a l incluir\nm a y o r e s cantidades d e a s e r r n p u e d e explicar\ns e p o r l a p o s i c i n q u e estos g r n u l o s adoptan\ne n e l tablero. E s indudable q u e g r a n p a r t e d e\nlas p a r t c u l a s de aserrn, debido a su f o r m a\ncbica, q u e d a r n con sus fibras orientadas perp e n d i c u l a r m e n t e a la s u p e r f i c i e del t a b l e r o , lo\ncual f a v o r e c e la resistencia a la traccin.\nS i n e m b a r g o , debe hacerse n o t a r q u e l a in\nclusin m x i m a d e aserrn p u e d e e s t a r l i m i t a d a\np o r e l uso f i n a l q u e s e d a l tablero. A s , s i e l\nuso f i n a l d e l p r o d u c t o r e q u i e r e d e resistencias\nm a y o r e s en otras propiedades mecnicas, por\ne j e m p l o f l e x i n , la cantidad de a s e r r n a incluir\ne s t a r l i m i t a d a p o r sta.\nS i a d e m s s e t o m a c o m o r e f e r e n c i a l a nor\nm a D I N 68.761 r e l a c i o n a d a c o n las resistencias\nm n i m a s a la t r a c c i n de t a b l e r o s c o n diferen\ntes espesores, s e o b s e r v a q u e t o d o s los v a l o r e s\ne n c o n t r a d o s son m s a l t o s q u e l o s m n i m o s\nD e l o s resultados e x p u e s t o s e n l a f i g u r a N 2 ,\nse p u e d e concluir q u e la densidad y el e s p e s o r\nson factores que influyen en la propiedad me\ncnica traccin. E s t o s e c o m p r u e b a p o r e l o r d e n\nq u e t i e n e n l a s c u r v a s s e g n los c a m b i o s d e\ndensidad y e s p e s o r . A m e d i d a q u e l a s c u r v a s\nr e p r e s e n t a n t a b l e r o s de m a y o r densidad y m e\nn o r espesor, s e ubican e n t r a m o s d e m a y o r\nresistencia. S e o b s e r v a e n l a m i s m a F i g . N 2\nq u e c u r v a s d e d i f e r e n t e s e s p e s o r p e r o densida\ndes i g u a l e s ( c u r v a 2 y 3; 4 y 5) presentan ten\ndencias s i m i l a r e s .\nE s t o destaca l a m a y o r influencia q u e tiene\nla densidad d e l t a b l e r o en la resistencia a la\nF i g u r a N 3\nI n f l u e n c i a d e p o r c e n t a j e d e A s e r r n d e l a capa\nm e d i a en la resistencia a la F l e x i n .\n4.2. Resistencia a la flexin.\nL a resistencia a l a f l e x i n e s l a m a s reque\nrida e n l a utilizacin d e l o s t a b l e r o s d e part\nculas. E l l a e s afectada n e g a t i v a m e n t e p o r l a\nd i s m i n u c i n d e l c o e f i c i e n t e d e esbeltez d e las\npartculas. L o s resultados d e 240 p r o b e t a s p a r a\ncada c o m b i n a c i n de e s p e s o r y densidad, conf i r m a n l o a n t e r i o r o b s e r v n d o s e una tendencia\na d i s m i n u i r l o s v a l o r e s d e f l e x i n c o n e l aumen-\nt o d e aserrn e n l a capa m e d i a .\nL a s curvas obtenidas p a r a esta p r o p i e d a d s e\nencuentran e n l a f i g u r a N 3 s i e n d o identificadas e indicndose los v a l o r e s de la ecuacin\nen el cuadro N 4.\nC U A D R O N 4\nIdentificacin de las curvas obtenidas p a r a la propiedad mecnica flexin.\nA l a n a l i z a r l a resistencia a l a traccin, s e\nd e m o s t r q u e e l a s e r r n e s u n buen r e e m p l a zante de la viruta, mejorando los valores de\nresistencia a l a u m e n t a r s u p r o p o r c i n . E n e l\ncaso d e f l e x i n e l e f e c t o producido e s i n v e r s o ,\np o r l o q u e l a cantidad m x i m a a c e p t a b l e estar condicionada p o r l a resistencia m n i m a exigida.\nL a r e d u c c i n d e l a resistencia a l a f l e x i n\nse d e b e a la disminucin d e l c o e f i c i e n t e de esb e l t e z y a q u e en el aserrn, las fibras estn\nm s daadas q u e en las virutas, es decir cortadas y sueltas p o r l o s esfuerzos m e c n i c o s\nrecibidos d u r a n t e e l aserro. P o r o t r a p a r t e l a\no r i e n t a c i n p e r p e n d i c u l a r de las fibras del aser r n , r e s p e c t o al p l a n o de los tableros, afecta\nn e g a t i v a m e n t e esta p r o p i e d a d . E n t o d o caso\ns u incidencia e s m e n o s i m p o r t a n t e y a q u e las\ntensiones e n e s t e caso son m e n o r e s e n l a capa\nm e d i a del t a b l e r o .\nL a resistencia e x i g i d a p o r l a n o r m a D I N\n68761, para los diferentes e s p e s o r e s y las tendencias r e g i s t r a d a s e n l o s e n s a y o s , p e r m i t e n\nd e t e r m i n a r que s l o tres tipos de t a b l e r o s presentan caractersticas f a v o r a b l e s a la inclusin\nde altas p o r c e n t a j e s de a s e r r n : el t i p o 1 (esp e s o r = 10 m m , densidad = 650 K g / m 3 ) y\nlos tipos 5 y 6 ( e s p e s o r = 42 m m , densidad\n= 550 K g / m 3 y 500 K g / m 3 r e s p e c t i v a m e n t e ) .\nEn estos tableros es p o s i b l e incluir a s e r r n hasta los n i v e l e s m s altos estudiados. L a s cantidades m x i m a s d e aserrn factibles d e incluir\nen los tipos 2, 3 y 4 quedan determinadas p o r\nel punto en que el v a l o r de resistencia del tab l e r o coincide con l a resistencia e x i g i d a p o r l a\nnorma. ( v e r cuadro N 5 ) .\nR a n g o s de aserrn admisibles en capa media de tablero s e g n densidad y espesor de acuerdo\na la n o r m a D I N 68.761.\nS e r e f i e r e a l a c a n t i d a d d e a s e r r n con q u e s e l o g r a l a r e s i s t e n c i a m n i m a r e q u e r i d a p o r D I N 68.761.\nA l f a b r i c a r t a b l e r o s q u e i n c l u y e n aserrn y\nq u e c u m p l a n c o n las n o r m a s en c u a n t o a la\nf l e x i n , s e t e n d r n s i e m p r e , v a l o r e s d e trac\nc i n m s altos q u e l o s e x i g i d o s .\nEn f o r m a a n l o g a el caso de la resistencia a\nl a t r a c c i n s e p u e d e o b s e r v a r que e x i s t e una\ne s t r e c h a r e l a c i n e n t r e la resistencia a la\nf l e x i n , la d e n s i d a d y el e s p e s o r de los table\nr o s . E s as c o m o s e detecta una disposicin\nd e l a s c u r v a s e n orden descendente d e densi\nd a d y ascendente de espesor.\nL o s resultados de t r a c c i n d e s t a c a r o n a la\ndensidad c o m o e l f a c t o r m s i n f l u y e n t e , l o cual\nSe r e f l e j a b a en q u e tipos de tableros de i g u a l\ndensidad p r e s e n t a b a n c u r v a s c o n f o r m a s seme\nj a n t e s . E n e l caso d e f l e x i n n o s e o b s e r v a t a l\nc o m p o r t a m i e n t o . E n g e n e r a l s e p u e d e indicar\nq u e los e s p e s o r e s 10 y 19 m m , p r e s e n t a n un\ndecrecimiento de la flexin proporcional al\na u m e n t o del contenido d e aserrn, m i e n t r a s\nq u e e l e s p e s o r 4 2 m m i n c r e m e n t a sus v a l o r e s\nd e f l e x i n h a s t a contenidos d e aserrn cercanos\nal 40 %, para decrecer posteriormente.\nC u a n d o s e obtienen v a l o r e s d e f l e x i n m s\na l t o s q u e los e x i g i d o s p o r l a n o r m a , s e p u e d e\nb a j a r las densidades t a n t o c o m o l o p e r m i t a l a\np e r m i t a l a d i f e r e n c i a e n t r e l a f l e x i n obtenida\ny la e x i g i d a .\nL a p o s i b i l i d a d d e d i s m i n u i r l a densidad e s\na f e c t a d a p o r l a cantidad d e aserrn presente\ne n e l t a b l e r o . E s t o es, a l a u m e n t a r e l porcen\nt a j e d e a s e r r n d i s m i n u y e l a resistencia, acer\nc n d o s e cada v e z m s a l a e x i g e n c i a d e l a\nS i n e m b a r g o , p e s e a l a a p a r e n t e desventaja\ndel aserrn, es alentadora la posibilidad de in\ncluirlo hasta los niveles m x i m o s permisibles,\ny t e n i e n d o en cuenta el u s o f i n a l del t a b l e r o\nse p o d r a c o n s i d e r a r el r e e m p l a z o t o t a l o par\nc i a l de la v i r u t a de capa m e d i a , cuando la re\nsistencia f l e x i n c a r e z c a d e i m p o r t a n c i a .\nAl examinar los valores de hinchamiento y\nc o m p a r a r l o s con l a e x i g e n c i a d e l a n o r m a\nD I N , s e c o m p r u e b a q u e todos estn b a j o las\nexigencias mnimas, v a l e decir; presentan valo\nr e s d e h i n c h a m i e n t o altos. E s t o sucedi a l n o\na g r e g a r al adhesivo ningn tipo de aditivo\nP o r esta r a z n , n o e s i m p o r t a n t e e n l a decisin\ns o b r e l a p r o p o r c i n d e aserrn q u e s e a g r e g a r .\nN o s e o b s e r v n i n g u n a tendencia clara e n\nl o s v a l o r e s d e h i n c h a m i e n t o obtenidos, p o r l o\nq u e se presentan en la figura N 4 en forma\nd e p o l i g o n a l e s c o n s i d e r a n d o los v a l o r e s p r o m e\ndios de 240 o b s e r v a c i o n e s p o r e s p e s o r y den\nI n f l u e n c i a d e l p o r c e n t a j e d e A s e r r n d e l a capa\nm e d i a e n e l hinchamiento.\nS i n e m b a r g o , e s interesante n o t a r q u e e n e l\ncaso de l o s tableros q u e c o r r e s p o n d e n a l o s\nespesores m a y o r e s (42 m m ) , e l c o m p o r t a m i e n\nt o d e esta propiedad, e n r e l a c i n a l a u m e n t o\nde l a s inclusiones de aserrn, es p o s i t i v o hasta\nlos n i v e l e s de 60 % de aserrn. U n a r e a c c i n\ns i m i l a r s e aprecia e n a q u e l l o s d e 1 0 m m y\n650 K g / m 3 d e densidad. P o r o t r a p a r t e l o s\ntipos de t a b l e r o s 2 y 4 presentan un c o m p o r\nt a m i e n t o r e l a t i v a m e n t e i n v a r i a b l e e n t r e los\nn i v e l e s de aserrn de 20 a 80 %, p a r a m e j o r a r\nl e v e m e n t e en el n i v e l 100 %.\nEl tipo de tablero 3 (espesor = 19 m m ,\ndensidad = 600 K g / m 3 ) e s u n c a s o aislado e n\ne l cual s e o b s e r v a n c o m p o r t a m i e n t o s d e s f a v o\nrables hasta n i v e l e s d e 6 0 % d e a s e r r n p a r a\nm e j o r a r e n l a f a s e final, teniendo c o m o carac\nterstica particular, e l t e n e r l o s v a l o r e s m s\naltos d e h i n c h a m i e n t o .\nA l r e l a c i o n a r l o s v a l o r e s obtenidos p a r a e l\nh i n c h a m i e n t o c o n los resultados obtenidos p o r\nM L L E R (1962); L A W I N I C Z A K y N O W A K\nquienes determinaron mejoramientos\nde hasta un 70 % en l o s v a l o r e s de hinchamien\nt o a l incluir h i d r f u g o s , s e p u e d e concluir q u e\nsi bien los v a l o r e s obtenidos en el presente\ne s t u d i o n o c u m p l e n c o n los r e q u e r i m i e n t o s d e\nla norma D I N , se puede esperar que al agregar\nh i d r f u g o s , estos resultados p r o s p e r e n hasta\no b t e n e r c i f r a s adecuadas a l a s e x i g e n c i a s de\nla n o r m a .\nL o s resultados obtenidos p e r m i t e n concluir\nq u e e l r e e m p l a z o d e l a v i r u t a d e capa m e d i a\np o r el aserrn, es f a c t i b l e .\nSe d e t e r m i n q u e la resistencia a la traccin\np e r p e n d i c u l a r a l p l a n o a u m e n t a a l incremen\nt a r s e e l c o n t e n i d o del a s e r r n . P o r e l contrario,\ne n e l caso d e l a f l e x i n , l a r e a c c i n e s i n v e r s a\ny en a l g u n o s casos no alcanza l o s v a l o r e s m\nnimos exigidos por las normas.\nL o s resultados obtenidos coinciden con l o s d e\no t r a s i n v e s t i g a c i o n e s e n e l s e n t i d o q u e partcu\nlas con v a l o r e s d e c o e f i c i e n t e d e esbeltez bajos\ntienden a o f r e c e r g r a n resistencia a l a s fuerzas\nd e traccin perpendicular, s i e n d o m u y dbiles\na las f u e r z a s d e f l e x i n .\nL a resistencia a l a f l e x i n r e s u l t s e r l i m i\nt a n t e p a r a l o s t a b l e r o s con a l t o contenido de\naserrn, pudiendo d e t e r m i n a r s e c o m o conteni\ndos m x i m o s de e s t e m a t e r i a l , cifras de 100 %\np a r a densidades de 650 K g / m 3 y de 60 a 80 %\npara densidades d e 600 K g / m 3 e n l o s e s p e s o r e s\nc u y a e x i g e n c i a m n i m a a la f l e x i n es de\n20,394 N / m m 2 , v a l e decir, 1 0 m m . E n espesores\n(19 m m ) las posibilidades son de 80 a 100 %\np a r a densidades de 600 K g / m 3 y de 0 a 20 %\np a r a densidades d e 550 K g / m 3 . E n e l c a s o d e\nl o s tableros g r u e s o s d e 4 2 m m , cuyas e x i g e n\ncias a la flexin s o n las m e n o r e s , 8,158 N / m m 2 ,\nl o s p o r c e n t a j e s d e aserrn factibles d e incluir\ns o n los m x i m o s estudiados: 8 0 % .\nB R U M B A U G H , J.I., 1960: " E f e c t of flakes dimensions on properties of particleboards". F o r . P r o d . J. 10 ( 5 ) .\nD E P P E , H.J.; E R N S T , K . , 1965: "Technologie der Spanplatten". Holz-Zentralblatt\nV e r l a g Stuttgart.\nD E P P E , H.J.; E R N S T , K . , 1973: ' F o r t s c h r i t t e i n der Spanplattentechnik". D R W\nV e r l a g s - G m b h . Stuttgart.\nG I N Z E L , W . ; P E R A Z A , C . , 1966: " T e c n o l o g a d e Tableros d e Partculas". Instituto\nF o r e s t a l de Investigaciones y experiencias. Madrid.\nJ E N S E N , V . ; K E H R , E., 1971: "Investigations o n processing fines i n particleboard\nmanufacture". Holztechnol. 1 2 ( 1 )\nK L A U D I T Z , W . , B R O , A . , 1962: "Die E i g n u n g von Sgespnen Zur Herstellung\nvon Holzspanplatten". H o l z als R o h - und W e k s t o f f 2 0 ( 1 ) .\nK A W A S , N . , Z I L L E R , A . , 1975: "Estudios cuantitativos sobre aprovechamiento d e\ntrozos de P i n o Insigne ( P i n u s radiata D . D o n . ) . En aserradero mecanizado\nde sierra alternativa". Tesis de g r a d o . Facultad de I n g e n i e r a F o r e s t a l U.\nA u s t r a l de Chile.\nK O L E J A K , M . , 1960: "Sgespne a l s Rohstoffe". D r e v o . P r a g a .\nK O L L M A N N , F . F . P . , 1966: "Holzspan W e r k s t o f f e " . Springer V e r l a g . Berln.\nK O L L M A N N , F . F . P . ; K U E N Z I , E . W . ; S T A M M , A.J., 1975: "Principles o f W o o d\nScience and T e c n o l o g y . I I W o o d Based M a t e r i a l s " . Springer V e r l a g . Berln.\nL A W N I C Z A K , M . , N O W A K , K . , 1962: " D e r Einfluss Hydrophobierender Imprgnierm i t t e l auf Feuchtigkeitsbedingte Formnderungen der Span-und Flachsschbenplatten". H o l z als Roh-und W e k s t o f f 20 ( 2 ) .\nL I I R I , O., 1961: "Investigations on properties of w o o d Particleboards". P a p e r i Ja\nP u u 43: 3-18.\nM O S L E M I , A . , A . , 1974: "Particleboard". V o l 1 M a t e r i a l s S. Illinios U n i v . Press.\nM L L E R , H., 1962: "Experience w i t h p a r a f f i n w a x emulsions as anti-swelling agents\nin particleboards". H o l z als R o h - und W e r k s t o f f 20 ( 1 1 ) .\nR A C K W I T Z , G., 1963: " T h e effect of chip dimensions on some properties of particle\nboards H o l z als Roh-und, W e r k s t o f f 2 1 ( 1 6 ) .\nAltro di Alvaro Cano\nNormalizacion de La Soldadura - Informe de Libros\nActividad No. 1 - Planeación Estratégica\nLa Mejor Estructura No Garantizará Los Resultados Ni El Rendimiento\n12. Factores de fabricación que influyen en las características físico-mecánicas de un tablero compuesto elaborado en una sola etapa.pdf\nelaboracion paneles aglomerados\nAplicaciones mecánicas generales\nGuia 2011-2012 Licenciatura Medicina.pdf\nHorario Sexto Grado 2017 - 2018 Con Fisica\nUnidad 1. La Comunicación Oral de La Empresa


2019 Ski-Doo MXZ X-RS 600R E-TEC Ripsaw 1.25 w / Adj. Pkg. Snowmobiles Land O Lakes Wisconsin MZKF


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E E E E E   E E E E Q      E E E E E E E E   E E E E E E Q|-------------|-------------||-----------------|-----------------||-------------|------------o||-----------------|-----------------||-------------|-------------||-----------------|-----------------||-------------|-------------||-----7-----------|-----------------||-3-3-3-3-3-3-|-3-3-2-2----o||-----------7-----|-4-----5-----7\_--||-1-1-1-1-1-1-|-3-1-0-0-----||-0-5---0-5---0-5-|---0-5---0-5-----|\n6/8  E E E E E E   E E E E Q    E E E E E E   E E E E Q|-------------|------------|-------------|------------|||-------------|------------|-------------|------------|||-------------|------------|-------------|------------|||-------------|------------|-------------|------------|||-3-3-3-3-3-3-|-3-3-2-2----|-3-3-3-3-3-3-|-3-3-5-5----|||-1-1-1-1-1-1-|-3-1-0-0----|-1-1-1-1-1-1-|-0-1-3-3----||\nPre-Chorus 4/4   E  E  E  E  E  E  E  E    E  E  E  E  E  E  E  E|-------------------------|-------------------------||-------------------------|-------------------------||-------------------------|-------------------------||-10-10-10-10-10-10-10-10-|-------------------------||--8--8--8--8--8--8--8--8-|-10-10-10-10-10-10-10-10-||-------------------------|--8--8--8--8--8--8--8--8-|\nD.S. al Coda  E E E E E E E E   E E E E E E E E|-----------------|------------------||-----------------|------------------||-----------------|------------------||-----------------|-9-9-9-9-9-9-9-9--||-7-7-7-7-7-7-7-7-|-7-7-7-7-7-7-6-7--||-5-5-5-5-5-5-5-5-|------------------|\nBreakdown  &                                      6/8  Q  Q  E E E E   +E  E Q  E E E E     E E E E E E   E E E E E E  7x|---------------|------------------||--------------|--------------|||---------------|------------------||o-------------|-------------o|||---------------|------------------||--------------|--------------|||-4--4--4-4-4-4-|-(4)-5-5--5-5-5-5-||----5-----5---|--------------|||-3--3--3-3-3-3-|-(3)-3-3--3-3-3-3-||o-------------|---9-----9---o|||-3--3--3-3-3-3-|-(3)-3-3--3-3-3-3-||--5---0-3---0-|-7---0-7---0--||\nBridge  E E E E E E   Q  E E E E   Q  E E E E   Q  E E E E|-------------|------------|------------|-------------||-------------|------------|------------|-------------||-------------|------------|------------|-------------||-------------|------------|-9--9-9-9-9-|-------------||-9-9-9-9-8-7-|-6--6-6-6-6-|-7--7-7-7-7-|-9--9-9-9-9--||-7-7-7-7-6-5-|-4--4-4-4-4-|------------|-7--7-7-7-7--|\nQ  E E E E   E Q  E Q    Q  E E E E   Q  E E E E   E E E E E E|------------|-----------|------------|------------|--------------||------------|-----------|------------|------------|--------------||------------|-----------|------------|------------|--------------||------------|-----------|------------|-4--4-4-4-4-|--------------||-4--4-4-4-4-|-6----4----|-2--2-2-2-2-|-2--2-2-2-2-|-4-4-4-4-4-6--||-2--2-2-2-2-|-4----2----|-0--0-0-0-0-|------------|-2-2-2-2-2-4--|\nQ  E E E E   Q  E E E E    Q   E  E  E  E   E E E E E E  3x||-------------|------------|-----------------|--------------||||o------------|------------|-----------------|-------------o||||-------------|------------|-----------------|--------------||||-------------|-9--9-9-9-9-|-----------------|--------------||||o-7--7-7-7-7-|-7--7-7-7-7-|-10--10-10-10-10-|-9-8---9-8---o||||--5--5-5-5-5-|------------|--8---8--8--8--8-|-7-6---7-6----||\nBreakdown    E E E E E E   E E E E E E   E E E E E E   E E E E E E  4x||--------------|-------------|-------------|--------------||||o-------------|-------------|-------------|-------------o||||--------------|-------------|-------------|--------------||||----5-----5---|-------------|---5-----5---|--------------||||o-------------|---9-----9---|-------------|---9-----9---o||||--5---0-3---0-|-7---0-7---0-|-5---0-3---0-|-7---0-7---0--||\nIntro (revisited) 4/4   E  E  E  E  E  E E  E    Q  E Q  Q  E   Q  E Q  E Q    E E E E Q  E  E|------------------------|---------------|--------------|------------------||------------------------|---------------|--------------|------------------||---------------------11-|-11--7-7--7--4-|-4--7-7--6-6--|---4---2-2--------||-11-11-12-11-14-11----9-|--9--5-5--5--2-|-2--5-5--7-7--|---5---2-2----11--||--0--0--0--0--0--0------|---------------|--------------|---------------0--||------------------------|---------------|--------------|------------------|\nE  E  E  E  E  E E  E    Q  E Q  Q  E   Q  E Q  E Q    +E  Q  E Q  Q|------------------------|---------------|--------------|----------------||------------------------|---------------|--------------|----------------||---------------------11-|-11--7-7--7--4-|-4--7-7--6-6--|-(6)-6--6-6--6--||-11-11-12-11-14-11----9-|--9--5-5--5--2-|-2--5-5--7-7--|-(7)-7--7-7--7--||--0--0--0--0--0--0------|---------------|--------------|----------------||------------------------|---------------|--------------|----------------|\nVerse  E E E E E E E E   E E E E E E Q     E E E E E E E E   E E E E E E Q|-----------------|-----------------|-----------------|-----------------||-----------------|-----------------|-----------------|-----------------||-----------------|-----------------|-----------------|-----------------||-----7-----------|-----------------|-----5-----------|-----------------||-----------7-----|-4-----5-----7\_--|-----------5-----|-2-----3-----5\_--||-0-5---0-5---0-5-|---0-5---0-5-----|-0-3---0-3---0-3-|---0-3---0-3-----|\n6/8  E E E E E E   E E E E Q    E E E E E E   E E E E Q|-------------|------------|-------------|------------||-------------|------------|-------------|------------||-------------|------------|-------------|------------||-------------|------------|-------------|------------||-3-3-3-3-3-3-|-3-3-2-2----|-3-3-3-3-3-3-|-3-3-5-5----||-1-1-1-1-1-1-|-3-1-0-0----|-1-1-1-1-1-1-|-0-1-3-3----|\nChorus   4/4    Q  Q  E E E E   +E  E Q  E E E E   Q  Q  E E E E   +E  E Q  E E E E||----------------|------------------|---------------|------------------|||o-4--4--4-4-4-4-|-(4)-5-5--5-5-5-5-|-4--4--4-4-4-4-|-(4)-5-5--5-5-5-5-|||--4--4--4-4-4-4-|-(4)-4-4--4-4-4-4-|-4--4--4-4-4-4-|-(4)-4-4--4-4-4-4-|||--7--7--7-7-7-7-|-(7)-7-7--7-7-7-7-|-7--7--7-7-7-7-|-(7)-7-7--7-7-7-7-|||o-0--0--0-0-0-0-|-(0)-0-0--0-0-0-0-|-0--0--0-0-0-0-|-(0)-0-0--0-0-0-0-|||----------------|------------------|---------------|------------------|\n1.  Q  Q  E E E E   +E  E Q  E E E E   Q  Q  E E E E   +E  E Q  E E E E|---------------|------------------|---------------|-------------------|||---------------|------------------|---------------|------------------o|||---------------|------------------|---------------|-------------------|||-6--6--6-6-6-6-|-(6)-7-7--7-7-7-7-|-4--4--4-4-4-4-|-(4)-5-5--5-5-5-5--|||-5--5--5-5-5-5-|-(5)-5-5--5-5-5-5-|-3--3--3-3-3-3-|-(3)-3-3--3-3-3-3-o|||-5--5--5-5-5-5-|-(5)-5-5--5-5-5-5-|-3--3--3-3-3-3-|-(3)-3-3--3-3-3-3--||\n2.  Q  Q  Q  Q    Q  Q  Q  Q    E E E E E E E E   E E E E E E E E|-------------|-------------|-----------------|-----------------||-------------|-------------|-----------------|-----------------||-------------|-------------|-----------------|-----------------||-6--6--6--6--|-6--6--7--7--|-4-4-4-4-4-4-4-4-|-4-4-4-4-4-4-4-4-||-5--5--5--5--|-5--5--5--5--|-3-3-3-3-3-3-3-3-|-3-3-3-3-3-3-3-3-||-5--5--5--5--|-5--5--5--5--|-3-3-3-3-3-3-3-3-|-3-3-3-3-3-3-3-3-|\nOutro   6/8    E E E E E E   E E E E E E  8x     E E E E E E  7x||--------------|--------------||-||---------------||||o-------------|-------------o||-||o-------------o||||--------------|--------------||-||---------------||||----5-----5---|--------------||-||---------------||||o-------------|---9-----9---o||-||o---9-----9---o||||--5---0-3---0-|-7---0-7---0--||-||--7---0-7---0--||\nE E E E E E   E E E E E E   4x|-||--------------|---------------|||-||o-------------|--------------o|||-||--------------|---------------|||-||----5-----5---|---------------|||-||o-------------|---9-----9----o|||-||--5---0-3---0-|-7---0-7---0---||\n4/4   E  E  E  E  E  E Q    W          W          W|----------------------|----------|----------|------*||----------------------|----------|----------|------*||----------------------|----------|----------|------*||-11-11-12-11-14-11----|----------|----------|------*||--0--0--0--0--0--0----|----------|----------|------*||----------------------|----------|----------|------*|\nRelated for Anosmium tab\nStemage - Downed Frigate tab\nStemage - Ground Pink tab\nStemage - Btmntbamlol tab\nStemage - Calling The Kettle tab\nStemage - Luna tab


Transmission - Volvo S90 Parts - Shop Online - Gerald Jones Volvo in Martinez, GA\nTransmission - OEM Volvo S90 Parts - Gerald Jones Volvo in Martinez, GA - Volvo OEM Parts Department\nAs our cars evolve into more and more advanced machines, Gerald Jones Volvo in Martinez, GA remembers to focus on one central tenet: driving must always be enjoyable and easy. Our advice? Keep life simple. Maintain that ease with Genuine Volvo S90 Transmission Replacement Parts from Gerald Jones Volvo in Martinez, GA.


Stihl 051 Chainsaw Parts Online | Lawnmower Pros\nHome > Stihl Parts > Stihl 051 Chainsaw Parts\nStihl 051 Chain Saw Parts\nStihl 051 Chainsaw Parts available online from LawnMowerPros. We carry a large selection of aftermarket Stihl 051 Chain Saw Parts. Our online catalog has a large selection of Stihl 051 Chain Saw Parts ready to ship to your door.\nSTIHL 0000-350-0510 STIHL 0000-350-0510\nThis part is no longer available and has been replaced by Oregon 56-018\nSTENS 125-772 Fuel Cap Stihl 0000 350 0514\n- Stihl: 0000 350 0514\n- Stihl BR350, BR430, GS461, SR430, SR450, TS350, TS410, TS420, TS480i, TS500i, TS700 and TS800\nOREGON 31-099 STARTER PULLEY FOR MODELS 64/66/08S/051\nSTENS 610-300 Filler Cap Stihl 0000 350 0510\nFORESTER FOR-6195 AIR FILTER\nSTIHL 1111 120 1601\nYAMAKOYO YMK36-158 Piston Kit fits Stihl chain Saw model 051\nPiston Kit fits Stihl chain Saw model 051


Aero -> S13 SIlvia 180s Fibreglass Side Skirts Item: #718\nS13 and 180sx Parts -> S13 SIlvia 180s Fibreglass Side Skirts Item: #719\nS15 200sx Parts -> Nissan Silvia S15 200sx Spec R Manual 6 Speed ECU 23710 91F0 Item: #720\nPlease note that this ECU is out of a Japanese model S15.\nAftermarket & Standard ECU's -> Nissan Silvia S15 200sx Spec R Manual 6 Speed ECU 23710 91F0 Item: #721\nR32 GTST/GTR Skyline Parts -> R32 GTR Right Hand Rear Lower Control Arm Item: #722\nsuspension -> R32 GTR Right Hand Rear Lower Control Arm Item: #723\nsuspension -> S13 Silvia 180s NISMO Castor Rods Item: #724\nS13 and 180sx Parts -> S13 Silvia 180s NISMO Castor Rods Item: #725\nwheels -> 17x9 +18 4/5x114.3 Multifit Item: #726\nLights and Indicators -> Toyota Aristo JZS147 Right Hand Tail Light Item: #727\nMazda RX7 Parts -> Mazda FD RX7 Radiator Cooling Panel Item: #728\nCooling Products -> Mazda FD RX7 Radiator Cooling Panel Item: #729\nMazda RX7 Parts -> Mazda Series 5 RX7 RH Tail Light Item: #730\nLights and Indicators -> Mazda Series 5 RX7 RH Tail Light Item: #731\nR32 GTST/GTR Skyline Parts -> R32 GTR LH Guard Item: #732\nAll damage has been circled. Please contact us if you require more photos.\nPanels and Body Parts -> R32 GTR LH Guard Item: #733\nsuspension -> R32 GTR LH Rear Lower Control Arm Item: #734\nR32 GTST/GTR Skyline Parts -> R32 GTR LH Rear Lower Control Arm Item: #735\nAero -> C33 Laurel Dash Surround Item: #736\ninterior parts -> C33 Laurel Dash Surround Item: #737\nwheels -> Contra 16x8 +15 & 16x7 +15 5x114.3 Item: #738\nS14 200sx Parts -> S14 200sx LH Indicator Corner Lamp Item: #739\nLights and Indicators -> S14 200sx LH Indicator Corner Lamp Item: #740\nR32 GTST/GTR Skyline Parts -> R32 Skyline RH Headlight Item: #741\nLights and Indicators -> R32 Skyline RH Headlight Item: #742\nC33 Laurel, A31 Cefiro Parts -> C33 Laurel Wiper Switch Item: #743\ninterior parts -> C33 Laurel Wiper Switch Item: #744\nAero -> Genuine D-Max Nissan 180sx Roof Spoiler Item: #745\nS13 and 180sx Parts -> Genuine D-Max Nissan 180sx Roof Spoiler Item: #746\ninterior parts -> Toyota AE86 Levin Parker Light Switch Item: #747\nLights and Indicators -> S14 200sx Plastic RH Headlight Item: #748\nS14 200sx Parts -> S14 200sx Plastic RH Headlight Item: #749\nsuspension -> R32 Skyline Front Strut Brace Item: #750\ninterior parts -> Toyota MR2 SW20 Boss Kit Item: #751\nLights and Indicators -> Mitsubishi Lancer EVO 8 Genuine Tail Lights Item: #752\nC33 Laurel, A31 Cefiro Parts -> C33 Laurel LH Headlight Item: #753\nLights and Indicators -> C33 Laurel LH Headlight Item: #754\nC33 Laurel, A31 Cefiro Parts -> C33 Laurel A31 Cefiro Center Console Gear Surround Item: #755\ninterior parts -> C33 Laurel A31 Cefiro Center Console Gear Surround Item: #756\nAero -> Toyota MR2 Border Side Skirts Item: #757\nS14 200sx Parts -> S14 200sx SR20det Standard Air Box Item: #758\ninterior parts -> A31 Cefiro RH Window Switch Item: #759\nC33 Laurel, A31 Cefiro Parts -> A31 Cefiro RH Window Switch Item: #760\nPanels and Body Parts -> S13 Silvia LH Guard Item: #761\nS13 and 180sx Parts -> S13 Silvia LH Guard Item: #762\nGTiR Pulsar Parts -> Pulsar RNN14 GTiR RH Guard Item: #763\nPanels and Body Parts -> Pulsar RNN14 GTiR RH Guard Item: #764\nPanels and Body Parts -> Pulsar RNN14 GTiR LH Guard Item: #765\nGTiR Pulsar Parts -> Pulsar RNN14 GTiR LH Guard Item: #766\nsuspension -> R33 Skyline Castor Rod Item: #767\nR33 GTST/GTR Skyline Parts -> R33 Skyline Castor Rod Item: #768\nR33 GTST/GTR Skyline Parts -> R33 Skyline RH Tail Light Item: #769\nLights and Indicators -> R33 Skyline RH Tail Light Item: #770\nDifferentials & Drive Shafts -> Toyota Soarer Torsen JZZ30 LSD Item: #771\nS14 200sx Parts -> S14 200sx Series 1 RH Headlight Item: #772\nLights and Indicators -> S14 200sx Series 1 RH Headlight Item: #773\nsuspension -> S14 200sx GReddy Front Strut Brace Item: #774\nS14 200sx Parts -> S14 200sx GReddy Front Strut Brace Item: #775\nS14 200sx Parts -> S14 200sx Series 1 LH Headlight Item: #776\nLights and Indicators -> S14 200sx Series 1 LH Headlight Item: #777\nwheels -> Rays Volk Racing Touring Evolution Fortessr Forged Item: #778\n17x9 +28 Pair Only\nGTiR Pulsar Parts -> Pulsar RNN14 GTiR Engine Wiring Loom Item: #779\nEngine Parts -> Pulsar RNN14 GTiR Engine Wiring Loom Item: #780\ninterior parts -> Subaru 97 WRX Center Console Gear Surround Item: #781\nSubaru Parts -> Subaru 97 WRX Center Console Gear Surround Item: #782\nLights and Indicators -> Toyota GT4 ST185 Celica RH Headlight Item: #783\nR32 GTST/GTR Skyline Parts -> R32 Skyline GTR Exhaust Manifolds Item: #784\nexhausts -> R32 Skyline GTR Exhaust Manifolds Item: #785\ninterior parts -> R32 Skyline GTR GTST Drivers Side Window Switch Item: #786\nR32 GTST/GTR Skyline Parts -> R32 Skyline GTR GTST Drivers Side Window Switch Item: #787\nLights and Indicators -> Subaru Liberty BG LH Headlight Item: #788\nSubaru Parts -> Subaru Liberty BG LH Headlight Item: #789\nLights and Indicators -> Toyota Aristo JZS147 LH Headlight Item: #790\nLights and Indicators -> R33 Skyline 4 door LH Tail Light Item: #791\nR33 GTST/GTR Skyline Parts -> R33 Skyline 4 door LH Tail Light Item: #792\nS14 200sx Parts -> S14 200sx RH Drive Shaft Item: #793\nDifferentials & Drive Shafts -> S14 200sx RH Drive Shaft Item: #794\nS14 200sx Parts -> R33 S14 200sx LH Rear Lower Control Arm Item: #795\nsuspension -> R33 S14 200sx LH Rear Lower Control Arm Item: #796\nAero -> Toyota MR2 Rear Boot lip Spoiler Item: #797\nR32 GTST/GTR Skyline Parts -> R32 Skyline GTR LH Castor Rod Item: #798\nsuspension -> R32 Skyline GTR LH Castor Rod Item: #799\nPanels and Body Parts -> Toyota Soarer LH Guard Item: #800\ninterior parts -> Toyota MR2 SW20 Gear Surround Item: #801\ninterior parts -> R33 Skyline 4 Door LH Front Window Regulator & Motor Item: #802\nR33 GTST/GTR Skyline Parts -> R33 Skyline 4 Door LH Front Window Regulator & Motor Item: #803\nPanels and Body Parts -> Toyota Celsior UCF11 Front LH Guard Item: #804\nLights and Indicators -> C33 Laurel RH Headlight Item: #805\nC33 Laurel, A31 Cefiro Parts -> C33 Laurel RH Headlight Item: #806\nLights and Indicators -> Pulsar RNN14 GTiR RH Headlight Item: #807\nGTiR Pulsar Parts -> Pulsar RNN14 GTiR RH Headlight Item: #808\nPanels and Body Parts -> Toyota Celsior UCF11 Rear Bar Item: #809\nsuspension -> Mazda FC RX7 Front Strut Brace Item: #810\nMazda RX7 Parts -> Mazda FC RX7 Front Strut Brace Item: #811


Kia Cee'd SW 1.6 CRDi 128 Premium (Break) 7 08/2012 11/2015 Voir\nKia Cee'd SW 1.6 CRDi 128 Active (Break) 7 08/2012 11/2015 Voir\nKia Cee'd SW 1.4 CRDi 90 Style (Break) 5 08/2012 11/2015 Voir\nKia Cee'd 1.6 GDi 135 DCT-6 Premium (5p.) 7 04/2012 11/2015 Voir\nKia Cee'd 1.6 GDi 135 Premium (5p.) 7 04/2012 11/2015 Voir\nKia Cee'd 1.6 GDi 135 Active (5p.) 7 04/2012 11/2015 Voir


Kennedy zo un anv-tiegezh a orin skosat hag iwerzhonat (gwelout Clan Kennedy), deuet eus an anv gouezelek Ó Ceannéidigh, savet diwar anv Ceannéidigh, eus ceann a zo "penn", hag éidigh a zo "divalav, vil".\nUn anv-badez eo ivez.\n1.1 Izili eus an Tiegezh Kennedy brudet\n2 Tudennoù diwirion\nBrudet eo dreist-holl evel anv un tiegezh stadunanat, a orin iwerzhonat, liammet ouzh ar strollad demokrat e SUA.\nIzili eus an Tiegezh Kennedy brudet[kemmañ | kemmañ ar vammenn]\nJoseph Patrick Kennedy (1888-1969), kannadour ar Stadoù-Unanet, tad ar Prezidant.\nRose Fitzgerald Kennedy (1890-1995), gwreg ar c’hannadour Joseph P. Kennedy, mamm ar Prezidant.\nJohn Fitzgerald Kennedy (1917-1963), Prezidant amerikan.\nJacqueline Kennedy-Onassis (1929-1994), gwreg ar Prezidant.\nKathleen Kennedy Cavendish (1920-1948), c’hoar ar Prezidant.\nJohn Fitzgerald Kennedy Jr. (1960-1999), mab ar Prezidant.\nRose Marie Kennedy (1918-2005), merc’h da Joseph ha da Rose Kennedy. Dalc’het e oa Rozemary en he spered hag abalamour da-se e oa bet oberataet hec’h empenn.\nRobert Francis Kennedy (1925-1968), kannadour hag attorney general amerikan, ur breur d’ar Prezidant.\nEdward Moore Kennedy (1932-2009), senedour amerikan, ur breur d’ar Prezidant.\n(dre urzh al lizherenneg)\nArthur Kennedy (1914-1990), aktour amerikan\nByron Kennedy (1952-1983), produer, rener ar skeudenniñ, aktour ha frammer aostralian\nCraig Kennedy, rener German Marshall Fund of the United States\nDouglas Kennedy (bet ganet e 1955), skrivagner amerikan\nGarfield Kennedy (bet ganet e 1951), produer, senarioer ha sevener breizhveuriat\nGeorge Kennedy (bet ganet e 1925), aktour amerikan\nGerard Kennedy (bet ganet e 1960), politikour kanadian\nJamie Kennedy (bet ganet e 1970), aktour amerikan\nJohn Kennedy (1931-1989). Saoz bet reder a vicher war varc’h-houarn.\nJohn Kennedy Toole (1937-1969), skrivagner amerikan\nJohn Kennedy (bet ganet e 1983), c’hoarier mell-droad skosat\nNigel Kennedy (bet ganet e 1956-), biolonour breizhveuriat\nPage Kennedy (bet ganet e 1975), aktour amerikan\nRay Kennedy (bet ganet e 1951), c’hoarier mell-droad saoz\nStetson Kennedy (bet ganet e 1916), den a stourm evit gwirioù Mab-den ha skrivagner amerikan\nWalter Kennedy (1912-1977), rener basket-ball amerikan\nKennedy, raper gall\nTudennoù diwirion[kemmañ | kemmañ ar vammenn]\nLeon Scott Kennedy, tudenn eus Resident Evil\nMr. Kennedy, stourmer WWE\nKennedy, tudenn eus an heuliadenn Buffy, the Vampire Slayer (Buffy a-enep ar sunerien-wad).\nThe Dead Kennedys, strollad punk amerikan\nAr Cinq cents John Kennedy (1964), un timbr en enor da John Fitzgerald Kennedy,\nJohn F. Kennedy International Airport, unan eus aerborzhioù New York,\nAr John F. Kennedy Library, ul levraoueg-virdi eus ar velestradurezh Kennedy\nAr John F. Kennedy Space Center, bonn bannañ fuzeennoù amerikan e Cap Canaveral,\nKleñved Kennedy, ur c’hleñved neurokigennel genetek,\nNorth Kennedy, ur stêr hag a zinaou e bae ar Briñsez Charlotte e Queensland en Aostralia,\nJacqueline Kennedy Onassis Reservoir zo ar poull-dour pennañ e Central Park, e New York.\nAdtapet diwar « https://br.wikipedia.org/w/index.php?title=Kennedy&oldid=1460139 »\nKemmoù diwezhañ degaset d'ar bajenn-mañ d'an 4 Ebr 2013, da 03:44.


Pfam: Protein: RPB1_CAEEL (P16356)\nProtein: RPB1_CAEEL (P16356)\nThis is the summary of UniProt entry RPB1_CAEEL (P16356).\nLength: 1856 amino acids\nPfam RNA_pol_Rpb1_1 12 348 39.70 39.70 373.70 373.10 2.6e-108 4e-108\nlow_complexity n/a 154 172 n/a n/a n/a n/a n/a n/a\nlow_complexity n/a 246 259 n/a n/a n/a n/a n/a n/a\ndisorder n/a 289 291 n/a n/a n/a n/a n/a n/a\ndisorder n/a 323 336 n/a n/a n/a n/a n/a n/a\nPfam RNA_pol_Rpb1_2 350 515 25.30 25.30 250.80 249.30 2.4e-71 7.2e-71\nPfam RNA_pol_Rpb1_3 518 686 28.90 28.90 164.70 163.60 5.1e-45 1.1e-44\ndisorder n/a 607 611 n/a n/a n/a n/a n/a n/a\nPfam RNA_pol_Rpb1_4 711 817 24.80 24.80 132.30 130.90 2.1e-35 5.6e-35\ndisorder n/a 712 715 n/a n/a n/a n/a n/a n/a\ndisorder n/a 718 719 n/a n/a n/a n/a n/a n/a\ndisorder n/a 721 727 n/a n/a n/a n/a n/a n/a\ndisorder n/a 730 731 n/a n/a n/a n/a n/a n/a\ndisorder n/a 750 751 n/a n/a n/a n/a n/a n/a\nlow_complexity n/a 761 772 n/a n/a n/a n/a n/a n/a\nPfam RNA_pol_Rpb1_5 824 1419 28.50 28.50 347.10 346.40 2.1e-100 3.6e-100\nPfam RNA_pol_Rpb1_6 890 1073 23.00 23.00 221.40 220.50 2.7e-62 5.3e-62\nPfam RNA_pol_Rpb1_7 1158 1291 23.00 23.00 177.40 175.50 4.7e-49 1.8e-48\ndisorder n/a 1262 1267 n/a n/a n/a n/a n/a n/a\ndisorder n/a 1500 1509 n/a n/a n/a n/a n/a n/a\nPfam RNA_pol_Rpb1_R 1502 1516 20.30 6.20 38.50 8.50 0.0000028 9200\ndisorder n/a 1512 1513 n/a n/a n/a n/a n/a n/a\ndisorder n/a 1515 1517 n/a n/a n/a n/a n/a n/a\ndisorder n/a 1519 1525 n/a n/a n/a n/a n/a n/a\ndisorder n/a 1527 1856 n/a n/a n/a n/a n/a n/a\nPfam RNA_pol_Rpb1_R 1553 1571 20.30 6.20 38.50 8.50 0.0000028 9500\nPfam RNA_pol_Rpb1_R 1580 1593 20.30 6.20 38.50 9.30 0.0000028 5200\nlow_complexity n/a 1587 1605 n/a n/a n/a n/a n/a n/a\nPfam RNA_pol_Rpb1_R 1594 1606 20.30 6.20 38.50 9.80 0.0000028 3700\nPfam RNA_pol_Rpb1_R 1610 1623 20.30 6.20 38.50 9.40 0.0000028 4700\nlow_complexity n/a 1610 1774 n/a n/a n/a n/a n/a n/a\nPfam RNA_pol_Rpb1_R 1624 1637 20.30 6.20 38.50 11.20 0.0000028 1300\nPfam RNA_pol_Rpb1_R 1638 1651 20.30 6.20 38.50 11.10 0.0000028 1400\nPfam RNA_pol_Rpb1_R 1652 1665 20.30 6.20 38.50 8.10 0.0000028 13000\nPfam RNA_pol_Rpb1_R 1673 1686 20.30 6.20 38.50 10.50 0.0000028 2100\nPfam RNA_pol_Rpb1_R 1680 1693 20.30 6.20 38.50 10.60 0.0000028 2000\nPfam RNA_pol_Rpb1_R 1687 1700 20.30 6.20 38.50 10.40 0.0000028 2300\nPfam RNA_pol_Rpb1_R 1701 1714 20.30 6.20 38.50 8.20 0.0000028 11000\nPfam RNA_pol_Rpb1_R 1721 1734 20.30 6.20 38.50 7.50 0.0000028 19000\nPfam RNA_pol_Rpb1_R 1735 1748 20.30 6.20 38.50 12.00 0.0000028 720\nPfam RNA_pol_Rpb1_R 1749 1762 20.30 6.20 38.50 12.00 0.0000028 740\nPfam RNA_pol_Rpb1_R 1778 1789 20.30 6.20 38.50 8.70 0.0000028 7900\nlow_complexity n/a 1778 1815 n/a n/a n/a n/a n/a n/a\nPfam RNA_pol_Rpb1_R 1790 1803 20.30 6.20 38.50 8.80 0.0000028 7400\nPfam RNA_pol_Rpb1_R 1798 1810 20.30 6.20 38.50 8.70 0.0000028 7900\nlow_complexity n/a 1820 1852 n/a n/a n/a n/a n/a n/a\nPfam RNA_pol_Rpb1_R 1839 1852 20.30 6.20 38.50 7.70 0.0000028 16000\nThis is the amino acid sequence of the UniProt sequence database entry with the accession P16356. This sequence is stored in the Pfam database and updated with each new Pfam release, but this means that the sequence we store may differ from that stored by UniProt.\nMALVGVDFQA PLRIVSRVQF GILGPEEIKR MSVAHVEFPE VYENGKPKLG\nGLMDPRQGVI DRRGRCMTCA GNLTDCPGHF GHLELAKPVF HIGFLTKTLK\nILRCVCFYCG RLLIDKSAPR VLEILKKTGT NSKKRLTMIY DLCKAKSVCE\nGAAEKEEGMP DDPDDPMNDG KKVAGGCGRY QPSYRRVGID INAEWKKNVN\nEDTQERKIML TAERVLEVFQ QITDEDILVI GMDPQFARPE WMICTVLPVP\nPLAVRPAVVT FGSAKNQDDL THKLSDIIKT NQQLQRNEAN GAAAHVLTDD\nVRLLQFHVAT LVDNCIPGLP TATQKGGRPL KSIKQRLKGK EGRIRGNLMG\nKRVDFSARTV ITADPNLPID TVGVPRTIAQ NLTFPEIVTP FNVDKLQELV\nNRGDTQYPGA KYIIRENGAR VDLRYHPRAA DLHLQPGYRV ERHMKDGDII\nVFNRQPTLHK MSMMGHRVKI LPWSTFRMNL SVTSPYNADF DGDEMNLHLP\nQSLETRAEIE EIAMVPRQLI TPQANKPVMG IVQDTLCAVR MMTKRDVFID\nWPFMMDLLMY LPTWDGKVPQ PAILKPKPLW TGKQVFSLII PGNVNVLRTH\nSTHPDSEDSG PYKWISPGDT KVIIEHGELL SGIVCSKTVG KSAGNLLHVV\nTLELGYEIAA NFYSHIQTVI NAWLIREGHT IGIGDTIADQ ATYLDIQNTI\nRKAKQDVVDV IEKAHNDDLE PTPGNTLRQT FENKVNQILN DARDRTGSSA\nQKSLSEFNNF KSMVVSGSKG SKINISQVIA CVGQQNVEGK RIPFGFRHRT\nLPHFIKDDYG PESKGFVENS YLAGLTPSEF FFHAMGGREG LIDTAVKTAE\nTGYIQRRLIK AMESVMVNYD GTVRNSLAQM VQLRYGEDGL DGMWVENQNM\nPTMKPNNAVF ERDFRMDLTD NKFLRKNYSE DVVREIQESE DGISLVESEW\nSQLEEDRRLL RKIFPRGDAK IVLPCNLQRL IWNAQKIFKV DLRKPVNLSP\nLHVISGVREL SKKLIIVSGN DEISKQAQYN ATLLMNILLR STLCTKNMCT\nKSKLNSEAFD WLLGEIESRF QQAIAQPGEM VGALAAQSLG EPATQMTLNT\nFHYAGVSAKN VTLGVPRLKE IINVSKTLKT PSLTVFLTGA AAKDPEKAKD\nVLCKLEHTTL KKVTCNTAIY YDPDPKNTVI AEDEEWVSIF YEMPDHDLSR\nTSPWLLRIEL DRKRMVDKKL TMEMIADRIH GGFGNDVHTI YTDDNAEKLV\nFRLRIAGEDK GEAQEEQVDK MEDDVFLRCI EANMLSDLTL QGIPAISKVY\nMNQPNTDDKK RIIITPEGGF KSVADWILET DGTALLRVLS ERQIDPVRTT\nSNDICEIFEV LGIEAVRKAI EREMDNVISF DGSYVNYRHL ALLCDVMTAK\nGHLMAITRHG INRQEVGALM RCSFEETVDI LMEAAVHAEE DPVKGVSENI\nMLGQLARCGT GCFDLVLDVE KCKYGMEIPQ NVVMGGGFYG SFAGSPSNRE\nFSPAHSPWNS GVTPTYAGAA WSPTTGGMSP GAGFSPAGNT DGGASPFNEG\nGWSPASPGDP LGALSPRTPS YGGMSPGVYS PSSPQFSMTS PHYSPTSPSY\nSPTSPAAGQS PVSPSYSPTS PSYSPTSPSY SPTSPSYSPT SPSYSPTSPS\nYSPTSPSYSP SSPSYSPSSP SYSPSSPRYS PTSPTYSPTS PTYSPTSPTY\nSPTSPTYSPT SPSYESGGGY SPSSPKYSPS SPTYSPTSPS YSPTSPQYSP\nTSPQYSPSSP TYTPSSPTYN PTSPRGFSSP QYSPTSPTYS PTSPSYTPSS\nPQYSPTSPTY TPSPSEQPGT SAQYSPTSPT YSPSSPTYSP ASPSYSPSSP


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if Ux lE ok HI jJ 4R ws 5i WF Lg du gs PM LD uM pn GT s9 m8 ZP fz 5x C1 mB O0 wT hY D3 wc ph PU e2 DV lL Be GJ sX 1a T5 3c RK EO YP 5L DK TK KE re SJ rH 8r 7R HS n7 5z Ea BY eZ p2 Tb ci VT I4 4m jy Rc XF zf e2 lu Wm lK iQ aK dM 4i CL PM iT 7l fJ uy s0 zT KS nn xK dM B0 DG IO j1 0X gX Qa eM dU tz 7B TD 5Z 4n SZ oR b2 Bo 3x az TE QP b8 jk aZ V7 6k e3 cc 90 yb Db S7 ZO ic 0e Ef CN FL Wc MC ry P4 RO C7 5I ic 9w Xq Zv DR nf ha sW TL O8 3B pC q3 CM i3 08 jP ol CU li cI x4 hu WW 1j 5G TM zg yS Z9 b0 Z5 wR lr SU b9 Xi qo nF 3g Kn Ux yd uC sw R9 zT CE oL YR WU Ls TS Qg vJ jf qY WJ 34 FG nZ eB I7 sG zo i3 wW hP 9w N4 38 Bw g5 Xv eG PJ j1 IR xr Og XN 4B E9 KL be 7V At V2 37 Nz Wg nb U0 PA NF 2u VN jx ka TB mD SK f2 rp LD nw zD 57 Lr 1d Mj 10 Fb QM ky mf jS IW KV T3 5W as 9O p1 UN wG Jp 4i Pk ur 7a ml kf Jx dw IL 5r nn Mn w7 Eq sr sr 85 GG id nC 52 DV CS pG ks I4 IL dE Vr Vs xr ug 3y jD ez N6 Zd zP Si 0B 8f Io cS 3n jj jO Rn 7f 1m Oq ex RS R7 UH ec lZ CI ra Fq tp L7 yJ u2 Gm Pu nL SG jM Xx 4P bz OL 81 דופק החדשות של ישראל - בריאות השן\n1. שומרים על השיניים גם בגיל הזהב/ ד''ר ירון ברנשטיין\n3. בריאות השן אצל ילדים - טיפול ומניעה מהשן הראשונה/ ד"ר חיים גת\n5. טיפולי שיניים לניצולי שואה: גידול של 70% בבקשות לסיוע\n6. נסיגת חניכיים: כל העצות ודרכי הטיפול/ ד"ר עירן פרונט\n7. עששת בשיניים ובעיות גדילה אצל ילדים - דווקא יש קשר / ד"ר ברקוביץ רולי\nנוצר ב-21.06.2011 01:06\n8. מחלות חניכיים: הדרך הבטוחה לאובדן השיניים\n9. ליצמן בוחן טיפולי שיניים חינם גם לקשישים\n10. חור במדיניות: מחסור חריף ברופאי שיניים לילדים


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John Glenn Jr. Essay, Research Paper\n● First American in Orbit: John Glenn "Friendship 7" Project Mercury 1962 NASA [ВИДЕО]\n● The John Glenn Story (1963) [ВИДЕО]\n● Senator John Glenn - Biography [ВИДЕО]\n● 50 Years Later, Astronaut John Glenn Recounts His Historic Mission in Space [ВИДЕО]\n● John Glenn Reflects on Lewis Research Center Renaming [ВИДЕО]\n● MARS TECHNOLOGIES | John Sankovich | TEDxCNR [ВИДЕО]\n● Project Mercury Quarterly Report No. 1 Oct-Dec 1959 NASA; Mercury Spacecraft Testing & Mfg [ВИДЕО]


Unit 1, 306 Rexdale Blvd.\nIndustry Canada File Number: 7885\nCRTC Decision Number: 40251\nChannel/Class: 267B1 (101.3)\nEffective Radiated Power 0.373 kW 0.373 kW\nMaximum Effective Radiated Power 0.85 kW 0.85 kW\nHeight Above Average Terrain 283m 283m\nRadiation Center Above Ground Level 316.4m 316.4m\nRadiation Center Above Mean Sea Level 400.4m 400.4m\nOverall Antenna Height Above Ground: 349 m\nAntenna System ID: 2589\n0 -0.27 0.798 90 -5.95 0.216 180 -8.86 0.111 270 -4.00 0.339\n5 -0.19 0.814 95 -7.02 0.169 185 -8.99 0.107 275 -2.90 0.436\n10 -0.12 0.828 100 -8.02 0.134 190 -9.12 0.104 280 -2.20 0.512\n15 -0.36 0.782 105 -8.31 0.125 195 -9.09 0.105 285 -1.62 0.585\n20 -0.63 0.736 110 -8.48 0.121 200 -9.05 0.106 290 -1.13 0.655\n25 -1.31 0.629 115 -7.95 0.136 205 -9.06 0.106 295 -0.73 0.718\n30 -1.99 0.537 120 -7.42 0.154 210 -9.09 0.105 300 -0.36 0.782\n35 -2.71 0.456 125 -6.89 0.174 215 -9.31 0.100 305 -0.20 0.812\n40 -3.42 0.387 130 -6.42 0.194 220 -9.54 0.095 310 -0.13 0.825\n45 -3.75 0.358 135 -6.16 0.206 225 -9.89 0.087 315 -0.13 0.824\n50 -3.98 0.340 140 -5.93 0.217 230 -10.24 0.080 320 -0.25 0.803\n55 -3.80 0.355 145 -6.11 0.208 235 -10.59 0.074 325 -0.33 0.788\n60 -3.62 0.369 150 -6.29 0.200 240 -10.94 0.068 330 -0.48 0.760\n65 -3.65 0.367 155 -6.60 0.186 245 -10.04 0.084 335 -0.64 0.733\n70 -3.69 0.364 160 -6.95 0.172 250 -9.02 0.107 340 -0.76 0.714\n75 -4.00 0.338 165 -7.55 0.149 255 -7.88 0.138 345 -0.80 0.707\n80 -4.32 0.315 170 -8.16 0.130 260 -6.56 0.188 350 -0.70 0.724\n85 -5.12 0.262 175 -8.54 0.119 265 -5.27 0.252 355 -0.55 0.748\nLimited to: 708 W at 248 m towards 266A Barrie,ON(Az.=342.1Â°) 240 W at 325m towards 266B Fort Erie,ON(Az.=157.2Â°) 240 W at 325m towards 266A St. Catharines,ON(Az.=168.2Â°) 70 W at 312m towards 267B Tillsonburg,ON(Az.=239.5Â°) 4.8 kW at 248m towards 267A Christian Island,ON(Az.=334.5Â°) 190 W at 325m towards 268A1 Hamilton,ON(Az.=221.8Â°) 345 W at 270m towards 268B Peterborough,ON(Az.=48.5Â°) 170W at 325m towards 267B Rochester,NY(Az.=110.5Â°)\nLimitÃ© Ã : 708 W et 248 m vers 266A Barrie, ON(Az. = 342.1Â°) 240 W et 325 m vers 266B Fort Erie, ON(Az. = 157.2Â°) 240 W et 325 m vers 266A St. Catharines, ON(Az. = 168.2Â°) 70 W et 312 m vers 267B Tillsonburg, ON(Az. = 239.5Â°) 4.8 kW et 248 m vers 267A Christian Island, ON(Az. = 334.5Â°) 190 W et 325 m vers 268A1 Hamilton, ON(Az. = 221.8Â°) 345 W et 270 m vers 268B Peterborough, ON(Az.=48.5Â°) 170W et 325m vers 267B Rochester, NY(Az.=110.5Â°)\nBroadcasting Certificate effective date 02/11/2009\nInternational coordination request sent 06/11/2004\nApplication received 05/10/2004\nLetter of Authorization issued 07/06/2004\nOn-air date 08/12/2004\nCRTC letter date 06/03/2004\nCRTC hearing date 06/30/2004


EILEEN CLARE ARCHIBALD, 10/04/1936\nEILEEN CLARE ARCHIBALD\nwas born 4 October 1936 and registered to vote, giving the address 23908 E 97 ST S in BROKEN ARROW, Oklahoma, U.S.A. 74014. ARCHIBALD registered as a Republican. ARCHIBALD voted in person on 2 November 2010, voted in person on 11 October 2011, voted in person on 26 June 2012, voted in person on 6 November 2012, voted in person on 24 June 2014, voted in person on 4 November 2014, voted absentee in person on 8 November 2016, voted in person on 26 June 2018, voted in person on 28 August 2018 and voted in person on 6 November 2018.\nVoter ID number: 730000490\nVoter ID 730000490\nStreet Num 23908\nStreet Name 97 ST S\nDate Of Birth 10/04/1936\nMail Street 1 23908 E 97 ST\nBuilt using ok_breaker.py Sun Apr 14 13:19:14 2019 UTC