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• E s p e s o r ( mm ) • T h i c k n e ss ( mm ) • E s p e s u r a ( mm )

A c e r o / C a r t ó n F i e l t r o B i t u m i n o s o S t ee l / B i t u m i z e d F e l t P a p e r A ç o / F e l t r o B e t u m i n o s o A c i e r / C a r t o n - f e u t r e B i t u m é. MONOPENTA DECK - AC. P a n e l d e C u b i e r t a R oo f i n g P a n e l s

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• E s p e s o r ( mm ) • T h i c k n e ss ( mm ) • E s p e s u r a ( mm )

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  1. Acero/CartónFieltroBituminoso Steel/BitumizedFeltPaper Aço/FeltroBetuminoso Acier/Carton-feutreBitumé MONOPENTADECK-AC PaneldeCubierta RoofingPanels PaineldeCobertura PanneauxdeCouverture •Espesor(mm) •Thickness(mm) •Espesura(mm) •Epaisseur(mm) Util o Anch TransmitanciaTérmica(U) W/m2K 1.067 0.762 0.592 0.484 0.410 0.313 0.254 0.213 Pesodelpanel(kg/m2).Acero0.5mmnominal Cartónfieltrobituminoso 5.80 6.20 6.60 7.00 7.40 8.20 9.00 9.80 Espesordelpanel(mm) 20 30 40 50 60 80 100 120 Elcoeficientedetransmisióntérmica(K)sehacalculadoconsiderandoelespesordelnúcleoaislanteyteniendoencuentalaresistenciasuperficial. Espesornominalde laChapa(mm) ESQUEMAESTATICO-DOSAPOYOS-Distanciaentreapoyosencm. 200225250275300 150 175 325 350 0.50 0.60 0.70 0.80 1.00 166 213 255 296 382 113 138 170 204 275 74 92 113 136 185 50 65 80 95 130 - 46 58 69 94 - 35 44 52 70 - - 33 40 54 - - - 31 43 - - - - 34 Espesornominalde laChapa(mm) ESQUEMAESTATICO-TRESOMASAPOYOS-Distanciaentreapoyosencm. 200225250275300 150 175 325 350 0.50 0.60 0.70 0.80 1.00 209 267 319 371 478 152 195 234 273 351 115 150 179 209 269 90 108 133 160 212 72 79 97 116 157 49 59 72 87 118 - 45 56 78 90 - - 44 52 71 - - - 42 57 Sobrecargasadmisibles, uniformementedistribuidasen kg/m2(Ratiodeconversión 1kg/m2=0,00981KN/m2). Lastablassehandesarrolladopara panelesconsoportesdeacero,de 0,5mm,nominalimponiendola limitacióndedeformación:Flecha f=1/200l. Coeficientedeseguridad:2.5 Evenlydistributedoverloads allowedin kg/mq(conversionratio 1kg/mq=0.00981KN/mq). Thetableshavebeendevelopedfor panelswith0.50mmnominalthick steelsupportsimposingthe deformationlimit:deflection f=1/200l. Coefficient:2.5 Sobrecargasadmissíveis, uniformementedistribuídasem kg/m2(Ratiodeconversão 1kg/m2=0,00981KN/m2). Astabelasforamdesenvolvidaspara painéiscomsuportesdeaço,de0,5 mm,nominalimpondoalimitação dedeformação:Flechaf=1/200l. Coeficientedesegurança:2.5 Surchargesuniformémentréparties admissiblesavecrapportdekg/mq (conversion1kg/mq=0,00981 KN/mq). Lestableauxontétéétablispourdes panneauxayantdessupportsen acierde0,50mmnominale d’épaisseuraveclimitede déformationdelaflèchef=1/200l. Coefficientdesécurité:2.5 13

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