{"text_format":"3","workbook":"xlsx","n_sheets":14,"sheets":["CONDITIONS","LOCK-T","Screws","Data","Foglio2","Translation","secondo_V_downward","V_downward","Lateral","secondo_Lateral","Uplift","secondo_Uplift","Axial","secondo_Axial"],"not_rendered":{"images":54,"macros":1,"defined_names":28,"comments":6},"read":"whole","date_system":"1900"}

{"sheet":"CONDITIONS","index":0,"n_rows":63,"n_cols":5,"rows_kept":63,"merged":[[1,3,3,3],[2,4,3,4],[6,2,8,4],[11,1,11,4],[15,2,15,4],[19,2,19,4],[23,2,23,4],[27,2,27,4],[31,2,31,4],[35,2,35,4],[39,2,39,4],[43,2,43,4],[47,2,47,4],[51,2,51,4],[55,2,55,4],[59,2,59,4],[60,2,60,4],[62,0,64,5]]}
[]
[{"$nulls":3},"LOCK_CALCULATOR\nv1.03","Language"]
[{"$nulls":4},"EN"]
[]
[]
[{"$nulls":3},"LOCK CALCULATOR"]
[null,null,"GENERAL TERMS AND CONDITIONS OF THE LICENSE AGREEMENT FOR THE USE OF THE SPREADSHEET \"LOCK_CALCULATOR_v1.03\""]
[]
[]
[]
[]
[null,{"$error":"#VALUE!"}]
[]
[null,"1. SUBJECT"]
[]
[null,null,"With these General Terms and Conditions (or \"Agreement\"), ROTHO BLAAS SRL, with registered office at I-39040 Cortaccia (BZ), Via dell'Adige 2/1 (hereinafter \"RB\") grants the user the non-exclusive and revocable right to use the spreadsheet (hereinafter \"XLS\") free of charge under the following conditions and during the term of this Agreement.\n\nIn any case, RB does not guarantee the legal and design conformity of the calculations, as RB intends to provide only an indicative calculation tool to be considered as a technical-commercial service within the sales activity.\n\nXLS allows the user to perform static calculations only for the products and materials indicated in each of its sections. This Agreement expressly prohibits to use XLS to manufacture products that are not indicated.\n\nThis Agreement therefore governs the relationship between the User and RB with respect to the use of this spreadsheet. By downloading and using XLS, the user accepts this Agreement and the conditions set out herein."]
[]
[null,"2. TECHNICAL-STANDARDS REFERENCES"]
[]
[null,null,"RB carried out the checks according to the Limit State method in accordance with EN 1995-1-1 Eurocode 5 - Design of timber structures and EN 1999-1-1 Eurocode 9 - Design of aluminium structures. For the mechanical resistance values and the geometry of the connectors, reference was made to ETA-19/0831."]
[]
[null,"3. RB RIGHTS AND OBLIGATIONS"]
[]
[null,null,"RB:\n\na) makes available XLS to the User free of charge, as it is;\n\nb) does not provide the user with any technical support for using XLS;\n\nc) does not guarantee that XLS complies with the regulations in force or with the calculations design made using it. In particular, as a result of changes to the relevant provisions, such as standards, approvals, etc., the spreadsheet may become invalid in part or in full.\n\nd) while reserving the right to update, revise and develop XLS, RB does not assume any obligation towards the user to verify, correct, complete or update the spreadsheet and/or make the updates available to the user."]
[]
[null,"4. USER RIGHTS AND OBLIGATIONS"]
[]
[null,null,"The User declares to use the spreadsheet as a professional excluding any use as a consumer, and to always comply with the following obligations and prohibitions:\n\na) obligation and responsibility to verify that XLS meets the specific needs and that it is compatible with the hardware-software-systems;\n\nb) obligation to verify, for each use, the compliance of the calculations made through XLS to the regulations in force and to the project;\n\nc) obligation to verify the legal compliance of the calculations made through the Software;\n\nd) obligation to use the latest version of XLS made available by the RB contact person, checking at each use for any updates that have occurred;\n\ne) prohibition to use XLS for products not indicated in each calculation section;\n\nf) obligation to use updated antivirus software that complies with the industry standard in force;\n\ng) obligation not to assign the licence to use XLS to third parties and/or in any other way transfer, pledge or lease, rent or share with others or sublicense the rights to use the spreadsheet;\n\nh) prohibition to modify or vary XLS in any way, including through third parties.\n\nThe user commits himself to ask the RB contact person for the last version of the XLS."]
[]
[null,"5. COPYRIGHTS"]
[]
[null,null,"The copyrights on the formulations referred to in the spreadsheet and all the intellectual and industrial property rights underlying them (such as, but not limited to: trademarks, patents, trade secrets, know-how, confidential information) are and remain the exclusive property of RB. \n\nThis agreement does not transfer any of the above rights to the user."]
[]
[null,"6. DURATION, WITHDRAWAL AND TERMINATION"]
[]
[null,null,"These general conditions and, consequently, the licence to use the spreadsheet, are valid from the moment of downloading it until the termination of its use.\n\nThe user may withdraw from this Agreement at any time by deleting the XLS and all copies from its systems.\n\nRB may withdraw from this Agreement and deactivate the service in the event of a breach of any of the provisions governing the license of use. In the event that RB notifies its termination, the user shall remove the spreadsheet and any copies thereof from its systems."]
[]
[null,"7. RESPONSIBILITY"]
[]
[null,null,"The user is solely responsible for the use of XLS, including, but not limited to, all calculations, printouts, export data made with it and/or for entry errors, protection of data files and maintenance and in general for any use of the spreadsheet.\n\nRB does not guarantee and in no case can be held responsible for damages, losses and costs or other consequences, for any reason (warranty for defects, warranty for malfunction, product or legal responsibility, etc.) deriving from:\n\n•   use of XLS, calculations made, compliance with current legislation, with the design or other User needs;\n\n•   hardware and software compatibility, viruses, malfunctions, defects, errors or gaps;\n\n•   failure to update the spreadsheet and/or interruption of the availability of the spreadsheet and/or termination of the agreement for any reason;\n\n•   infringement of intellectual property rights of third parties.\n\nThe user confirms to have understood and accepted the disclaimers and limitations of liability and claim of this Agreement. The user also confirms that the spreadsheet is available for free, that the exclusions and limitations are fundamental elements of this Agreement and that RB does not make its spreadsheet available to the user if the exclusions or limitations are deleted or modified in favour of the user."]
[]
[null,"8. REFUND"]
[]
[null,null,"The user agrees to indemnify and hold harmless RB, its subsidiaries and its or its officers, directors, employees, successors and appointees (each individually, \"\"Beneficiary\"\", collectively, the \"\"Beneficiaries\"\") for the costs incurred in relation to claims made by third parties for damages or losses deriving from the use of the spreadsheet by the user (including, but not limited to, fees and management costs incurred by RB)."]
[]
[null,"9. MISCELLANEOUS"]
[]
[null,null,"These general conditions constitute the entire agreement between RB and the user regarding the subject matter and replace all previous, oral or written agreements, as well as any agreements between RB and the user."]
[]
[null,"10. LANGUAGE"]
[]
[null,null,"In the event of differences between versions of these conditions in the various languages, the English text is binding and takes precedence with respect to the translations."]
[]
[null,"11. APPLICABLE LAW AND COURT OF JURISDICTION"]
[]
[null,null,"This agreement and any relationship between the parties is governed exclusively by the Italian law. \nAny dispute that may arise between the parties in relation to this agreement, that cannot be resolved amicably, shall be brought before the court of Bolzano."]
[]
[null,"12. PRIVACY"]
[]
[null,null,"Refer to the privacy policy available at the link:"]
[null,null,"https://www.rothoblaas.com/privacy-policy"]
[]
["ACCEPT"]

{"sheet":"LOCK-T","index":1,"n_rows":293,"n_cols":33,"rows_kept":293,"merged":[[1,4,1,12],[2,5,2,7],[2,9,2,12],[3,5,3,7],[3,9,3,12],[4,5,4,7],[5,7,5,8],[5,9,5,10],[11,3,13,12],[33,5,33,7],[33,11,34,11],[33,12,34,12],[34,5,34,7],[35,5,35,7],[36,5,36,7],[37,5,37,7],[38,5,38,7],[39,5,39,7],[40,5,40,7],[44,8,44,12],[45,8,45,12],[66,5,66,7],[68,8,69,8],[70,10,70,11],[73,8,78,8],[80,10,80,11],[82,8,83,8],[82,10,82,11],[84,8,85,10],[87,8,92,8],[96,10,96,12],[107,10,107,12],[125,10,125,12],[156,4,160,4],[184,5,184,6],[185,6,185,7],[203,5,203,6],[215,5,215,6],[228,5,228,6],[234,8,234,12],[241,5,241,6],[247,9,247,10],[248,4,248,5],[248,9,248,10],[249,4,249,5],[249,9,249,10],[251,4,251,5],[251,9,251,10],[252,4,252,5],[252,9,252,10],[253,4,253,5],[253,9,253,10],[255,4,255,5],[255,9,255,10],[279,4,289,12],[290,4,290,12],[291,4,291,12],[292,4,292,12]]}
[]
[{"$nulls":4},{"$f":"Translation!B17","v":"PERCENTAGEM DE UTILIZAÇÃO DA LIGAÇÃO"}]
[{"$nulls":4},{"$f":"Translation!B18","v":"6.1 Corte vertical (Fv)"},{"$f":"H185","v":{"v":0.06898817228281978,"d":"7%"}},null,null,{"$f":"Translation!B21","v":"6.3 Axial (Fax)"},{"$f":"H216","v":{"v":0.2416247749092433,"d":"24%"}}]
[{"$nulls":4},{"$f":"Translation!B19","v":"6.2 Corte vertical ascendente (Fup)"},{"$f":"IF(H141=\"NO\",\"-\",H204)","v":{"v":0.22468978795883335,"d":"22%"}},null,null,{"$f":"Translation!B22","v":"6.4 Corte lateral (Flat)"},{"$f":"H229","v":{"v":0.034811482433590404,"d":"3%"}}]
[{"$nulls":4},{"$f":"Translation!B20","v":"7. Carga combinada"},{"$f":"H242","v":{"v":0.06314189976486652,"d":"6%"}}]
[]
[]
[]
[]
[]
[{"$nulls":12},"LOCK_CALCULATOR v. 1.03"]
[{"$nulls":3},{"$f":"Translation!B23","v":"CÁLCULO LIGADOR OCULTO DE ENGATE MADEIRA-MADEIRA LOCK-T"}]
{"$rows_empty":19}
[{"$nulls":4},{"$f":"Translation!B24","v":"1. Informações gerais "}]
[]
[{"$nulls":4},{"$f":"Translation!B25","v":"Data"},{"$f":"TODAY()","v":"2024-07-08"},{"$nulls":6},"PT"]
[{"$nulls":4},{"$f":"Translation!B26","v":"Técnico comercial RothoBlaas"},"…"]
[{"$nulls":4},{"$f":"Translation!B27","v":"Projeto"},"…"]
[{"$nulls":4},{"$f":"Translation!B28","v":"Projetista"},"…",{"$nulls":17},"NTC 2018"]
[{"$nulls":23},"EC 1995-1-1"]
[{"$nulls":4},{"$f":"Translation!B29","v":"Norma de cálculo"},"EC 1995-1-1"]
[{"$nulls":4},{"$f":"Translation!B30","v":"Ligação n°"},"…"]
[{"$nulls":4},{"$f":"Translation!B31","v":"NOTAS"},"…"]
[]
[{"$nulls":4},{"$f":"Translation!B121","v":"2. Combinações"}]
[]
[{"$nulls":4},{"$f":"Translation!B122","v":"Classes de serviço"},null,null,1,{"$f":"VLOOKUP(H45,Foglio2!A17:B19,2,FALSE)","v":"Caracterizado por uma humidade do material em equilíbrio com o ambiente a uma temperatura de 20 ºC e uma humidade relativa do ar circundante que não excede 65%, se não por algumas semanas por ano."}]
[{"$nulls":4},{"$f":"Translation!B123","v":"Classe de duração da carga "},null,null,"Média duração",{"$f":"VLOOKUP(H46,Foglio2!A22:B26,2,FALSE)","v":"Cargas variáveis de edifícios, exceto as relativas a armazéns e depósitos."}]
[{"$nulls":4},{"$f":"Translation!B124","v":"Coeficiente kmod"},"kmod","[-]",{"$f":"INDEX(AA181:AF184,MATCH(H45,AA181:AA184,0),MATCH(H46,AA181:AF181,0))","v":0.8}]
[]
[{"$nulls":4},{"$f":"Translation!B138","v":"Produção controlada continuamente (VOC inferior a 15%)"},null,null,"No"]
[{"$nulls":4},{"$f":"Translation!B139","v":"Coeficiente de segurança conexão"},"γM","[-]",{"$f":"IF(F39=X38,1.3,IF(H49=\"SI\",AC168,AB168))","v":1.3}]
[{"$nulls":4},{"$f":"Translation!B140","v":"Coeficiente de segurança alumínio"},"γM","[-]",1.25]
[]
[{"$nulls":26},{"$f":"Translation!B4","v":"Viga"},"Trave"]
[{"$nulls":4},{"$f":"Translation!B32","v":"3. Tensão de projeto "},{"$nulls":18},"dimensioni minime",null,null,{"$f":"Translation!B5","v":"Pilar"},"Pilastro"]
[{"$nulls":23},{"$f":"IF(H72=\"Trave\",VLOOKUP(H111,Screws!C6:G29,5,FALSE),VLOOKUP(H97,Data!AA4:AC24,2,FALSE)+18)","v":118}]
[{"$nulls":4},{"$f":"Translation!B33","v":"Ação de corte vertical"},"Fv,Ed","[kN]",4,{"$nulls":15},{"$f":"IF(H72=\"Trave\",VLOOKUP(H97,Data!AA4:AC24,3,FALSE)+15,VLOOKUP(H111,Screws!C6:G29,5,FALSE))","v":80}]
[{"$nulls":4},{"$f":"Translation!B34","v":"Ação de corte per elevação"},"Fup,Ed","[kN]",1]
[{"$nulls":4},{"$f":"Translation!B35","v":"Ação axial"},"Fax,Ed","[kN]",2]
[{"$nulls":4},{"$f":"Translation!B36","v":"Ação lateral"},"Flat,Ed","[kN]",1,{"$nulls":19},{"$f":"Translation!B6","v":"Entalhe coluna"},{"$nulls":4},0]
[{"$nulls":27},{"$f":"Translation!B7","v":"Entalhe viga principal"},"Notch in header beam",null,{"$f":"Translation!B6","v":"Entalhe coluna"},"Notch in column",1]
[{"$nulls":23},"dimensioni minime senza preforo",{"$nulls":3},{"$f":"Translation!B8","v":"Entalhe viga secundária"},"Notch in joist",null,{"$f":"Translation!B8","v":"Entalhe viga secundária"},"Notch in joist",2]
[{"$nulls":4},{"$f":"Translation!B37","v":"4. Elementos de madeira"},{"$nulls":12},{"$f":"INDEX(IF('LOCK-T'!$H$72='LOCK-T'!$AA$54,IF('LOCK-T'!$H$99=1,Foglio2!$B$1:$B$4,Foglio2!$B$49:$B$52),IF('LOCK-T'!$H$99=1,Foglio2!$B$5:$B$9,Foglio2!$B$53:$B$57)),MATCH('LOCK-T'!$H$65,Foglio2!$A$1:$A$8,0))","v":0},{"$nulls":5},{"$f":"VLOOKUP(H97,Data!AA4:AC24,2,FALSE)+26","v":126},{"$nulls":3},{"$f":"Translation!B9","v":"Parafusos inclinados"},"Inclined screw",null,{"$f":"Translation!B9","v":"Parafusos inclinados"},"Inclined screw",3]
[{"$nulls":23},{"$f":"VLOOKUP(H97,Data!AA4:AC24,3,FALSE)","v":290},{"$nulls":3},"LOCK STOP","LOCK STOP",null,"LOCK STOP","LOCK STOP",4]
[]
[{"$nulls":4},{"$f":"Translation!B107","v":"Configuração para resistência lateral"},null,null,"Entalhe viga principal",{"$nulls":9},"trave",{"$f":"IF($H$72=AA53,1,0)","v":1}]
[{"$nulls":17},"pilastro",{"$f":"IF($H$72=AA54,1,0)","v":0}]
[{"$nulls":4},{"$f":"Translation!B38","v":"4.1 Elemento principal"},{"$f":"Translation!B210","v":"Fresagem para caixa de conectores Sf=20 mm"},{"$nulls":11},"n. connettori",{"$f":"H99","v":1}]
[{"$nulls":17},"configurazione",{"$f":"VLOOKUP(H65,AB59:AG63,6,FALSE)","v":1}]
[{"$nulls":4},{"$f":"IF(H72=AA53,Translation!B39,Translation!B40)","v":"Base da viga"},{"$f":"IF(H72=AA53,\"Bh\",\"Bs\")","v":"Bh"},"[mm]",180,{"$f":"Translation!B207","v":"!! elemento demasiado pequeno para o conector seleccionado !!"},{"$nulls":8},"evo",{"$f":"IF(H98=AB165,0,1)","v":1},{"$nulls":8},{"$f":"IF($H$72=$AA$54,$AE$60:$AE$63,$AB$60:$AB$63)","v":"Entalhe viga principal"}]
[{"$nulls":4},{"$f":"IF(H72=AA53,Translation!B41,Translation!B42)","v":"Altura da viga"},{"$f":"IF(H72=AA53,\"Hh\",\"Bh\")","v":"Hh"},"[mm]",400,{"$nulls":9},{"$f":"INDEX(Foglio2!$B$5:$B$11,MATCH('LOCK-T'!$H$72,Foglio2!$A$5:$A$11,0))","v":0},{"$nulls":5},"Dimensioni minime",{"$nulls":3},"Entalhe viga secundária"]
[{"$nulls":4},{"$f":"Translation!B43","v":"Tipo de madeira"},"-","[-]","GL24h",{"$nulls":9},{"$f":"INDEX(Foglio2!$B$12:$B$13,MATCH('LOCK-T'!$H$98,Foglio2!$A$12:$A$13,0))","v":0},{"$nulls":5},"elemento principale",{"$nulls":3},"Parafusos inclinados"]
[{"$nulls":4},{"$f":"Translation!B44","v":"Orientação elemento principal"},"-","[-]","Viga",{"$nulls":15},"trave",{"$nulls":3},"LOCK STOP"]
[]
[{"$nulls":4},{"$f":"CONCATENATE(Translation!B46,\" \",VLOOKUP(H74,Data!$B$4:$H$40,7,FALSE))","v":"Classe de resistência para madeira  EN 14080:2013"},null,null,{"$f":"H71","v":"GL24h"},{"$f":"IF(H72=AA54,Translation!B52,Translation!B53)","v":"Para os parafusos de fixação no elemento madeira com densidade característica ρk>420 kg/m3, não é necessário pré-furo."},{"$nulls":13},"b",{"$f":"H117","v":80}]
[{"$nulls":4},{"$f":"Translation!B47","v":"Massa volúmica característica"},"ρk","[Kg/m3]",{"$f":"VLOOKUP($H$74,Data!$B$4:$G$36,2,FALSE)","v":385},{"$nulls":14},"h",{"$f":"H104+IF(H114=6,IF(H104=135,10,5),IF(H104=135,20,15))","v":305}]
[{"$nulls":4},{"$f":"Translation!B48","v":"Resistência característica à compressão paralela à fibra"},"fc,0,k","[N/mm2]",{"$f":"VLOOKUP($H$74,Data!$B$4:$G$36,3,FALSE)","v":{"v":24,"d":"24.0"}},{"$nulls":15},"pilastro"]
[{"$nulls":4},{"$f":"Translation!B49","v":"Resistência característica à compressão perpendicular à fibra"},"fc,90,k","[N/mm2]",{"$f":"VLOOKUP($H$74,Data!$B$4:$G$36,4,FALSE)","v":2.5},{"$nulls":14},"b",{"$f":"IF(H99=2,H103+I103,H103)+IF(H114=7,24,17.5)","v":124}]
[{"$nulls":4},{"$f":"Translation!B50","v":"Resistência característica ao corte para laminação de fibra"},"fr,k","[N/mm2]",{"$f":"VLOOKUP($H$74,Data!$B$4:$G$36,5,FALSE)","v":1.2},{"$nulls":14},"p",{"$f":"H117","v":80}]
[{"$nulls":4},{"$f":"Translation!B51","v":"Resistência característica ao corte"},"fv,k","[N/mm2]",{"$f":"VLOOKUP($H$74,Data!$B$4:$G$36,6,FALSE)","v":3.5},{"$nulls":15},"elemento secondario"]
[]
[{"$nulls":4},{"$f":"Translation!B54","v":"4.2 Elemento secundária"},{"$nulls":18},"con preforo"]
[]
[{"$nulls":4},{"$f":"Translation!B55","v":"Base da viga"},"bj","[mm]",240,{"$f":"Translation!B207","v":"!! elemento demasiado pequeno para o conector seleccionado !!"},{"$nulls":13},"b",{"$f":"IF(H99=2,H103+I103,H103)+IF(H114=7,24,17.5)","v":124}]
[{"$nulls":4},{"$f":"Translation!B56","v":"Altura da viga"},"hj","[mm]",400,{"$nulls":14},"h",{"$f":"H104","v":290}]
[{"$nulls":4},{"$f":"Translation!B57","v":"Tipo de madeira"},"-","[-]","GL22h",{"$f":"Translation!B59","v":"Para ângulos elevados, verifique se os parafusos não se sobressaem geometricamente das secções."},{"$nulls":14},"senza preforo"]
[{"$nulls":4},{"$f":"Translation!B58","v":"Ângulo no plano vertical"},"α","[°]",0,{"$nulls":9},{"$f":"IF(H99=2,IF(H104<>I104,0,1),1)","v":1},{"$nulls":4},"b",{"$f":"IF(H99=2,H103+I103,H103)+IF(H114>5,30,25.5)","v":130},{"$nulls":3},"altezza lock [mm]",{"$f":"VLOOKUP(H97,Data!AA4:AC24,3,FALSE)","v":290}]
[{"$nulls":7},"!!!",{"$nulls":14},"h",{"$f":"H104+IF(H104=135,5,0)","v":290},{"$nulls":3},"altezza lock 2 [mm]",{"$f":"VLOOKUP(I97,Data!AA4:AC24,3,FALSE)","v":135}]
[{"$nulls":4},{"$f":"CONCATENATE(Translation!B60,VLOOKUP(H88,Data!$B$4:$H$40,7,FALSE))","v":"Classe de resistência para madeira EN 14080:2013"},null,null,{"$f":"H85","v":"GL22h"},{"$f":"Translation!B66","v":"Para os parafusos de fixação no elemento madeira com densidade característica ρk>420 kg/m3, não é necessário pré-furo."}]
[{"$nulls":4},{"$f":"Translation!B61","v":"Massa volúmica característica"},"ρk","[Kg/m3]",{"$f":"VLOOKUP($H$88,Data!$B$4:$G$36,2,FALSE)","v":370}]
[{"$nulls":4},{"$f":"Translation!B62","v":"Resistência característica à compressão paralela à fibra"},"fc,0,k","[N/mm2]",{"$f":"VLOOKUP($H$88,Data!$B$4:$G$36,3,FALSE)","v":{"v":22,"d":"22.0"}}]
[{"$nulls":4},{"$f":"Translation!B63","v":"Resistência característica à compressão perpendicular à fibra"},"fc,90,k","[N/mm2]",{"$f":"VLOOKUP($H$88,Data!$B$4:$G$36,4,FALSE)","v":2.5}]
[{"$nulls":4},{"$f":"Translation!B64","v":"Resistência ao corte caraterístico para laminação de fibra"},"fr,k","[N/mm2]",{"$f":"VLOOKUP($H$88,Data!$B$4:$G$36,5,FALSE)","v":1.2}]
[{"$nulls":4},{"$f":"Translation!B65","v":"Resistência característica ao corte"},"fv,k","[N/mm2]",{"$f":"VLOOKUP($H$88,Data!$B$4:$G$36,6,FALSE)","v":3.5}]
[]
[{"$nulls":4},{"$f":"Translation!B67","v":"5. Escolha do conector e dos parafusos"}]
[]
[{"$nulls":4},{"$f":"Translation!B68","v":"Escolha do conector"},null,null,"LOCK-T 100 290","LOCK-T 50 135",null,{"$f":"Translation!B71","v":"Os conetores acoplados devem ser iguais em altura!"}]
[{"$nulls":4},{"$f":"Translation!B69","v":"Versão com revestimento C4 EVO"},null,null,"Sim",{"$f":"H98","v":"Sim"}]
[{"$nulls":4},{"$f":"Translation!B70","v":"Acoplamento com conectores: número de conectores"},null,null,1]
[{"$nulls":7},{"$f":"IF(H98=AC165,VLOOKUP(H97,Data!AA4:AK22,11,FALSE),\" \")","v":"(*)"},{"$f":"IF(I98=AC165,VLOOKUP(I97,Data!AA4:AU22,21,FALSE),\" \")","v":0},{"$nulls":17},{"$f":"IF('LOCK-T'!H65='LOCK-T'!AB62,VLOOKUP(B6,Data!AA32:AC50,3,FALSE),VLOOKUP(B6,Data!AA32:AC50,2,FALSE))","v":{"$error":"#N/A"}}]
[{"$nulls":4},{"$f":"Translation!B72","v":"Código do conector utilizado"},null,null,{"$f":"CONCATENATE(VLOOKUP(H97,Data!AA4:AI24,9,FALSE),IF(H98=AC165,VLOOKUP(H97,Data!AA4:AK22,10,FALSE),\"\"),ROUND(VLOOKUP(H97,Data!AA4:AC24,2,FALSE),0),VLOOKUP(H97,Data!AA4:AC24,3,FALSE))","v":"LOCKTEV100290"},{"$f":"CONCATENATE(VLOOKUP(I97,Data!AA4:AI24,9,FALSE),IF(I98=AC165,VLOOKUP(I97,Data!AA4:AK22,10,FALSE),\"\"),ROUND(VLOOKUP(I97,Data!AA4:AC24,2,FALSE),0),VLOOKUP(I97,Data!AA4:AC24,3,FALSE))","v":"LOCKTEVO50135"}]
[{"$nulls":4},{"$f":"Translation!B73","v":"Número de módulos básicos ETA-19/0831"},"nM","[-]",{"$f":"VLOOKUP(H97,Data!$AA$4:$AF$24,6,FALSE)","v":4},{"$f":"VLOOKUP(I97,Data!$AA$4:$AF$24,6,FALSE)","v":2}]
[{"$nulls":4},{"$f":"Translation!B74","v":"Base"},"BLOCK","[mm]",{"$f":"VLOOKUP(H97,Data!AA4:AC24,2,FALSE)","v":100},{"$f":"VLOOKUP(I97,Data!AA4:AC24,2,FALSE)","v":50}]
[{"$nulls":4},{"$f":"Translation!B75","v":"Altura"},"HLOCK","[mm]",{"$f":"VLOOKUP(H97,Data!AA4:AC24,3,FALSE)","v":290},{"$f":"VLOOKUP(I97,Data!AA4:AC24,3,FALSE)","v":135}]
[{"$nulls":4},{"$f":"Translation!B76","v":"Espessura"},"P","[mm]",{"$f":"VLOOKUP(VLOOKUP(H97,Data!AA4:AD24,4,FALSE),Data!I4:T15,12,FALSE)","v":22},{"$f":"VLOOKUP(VLOOKUP(I97,Data!AA4:AD24,4,FALSE),Data!I4:T15,12,FALSE)","v":22},null,{"$f":"IF(H100=\"(*)\",Translation!B81,\" \")","v":"(*) Código disponível mediante pedido especial"}]
[{"$nulls":4},{"$f":"Translation!B77","v":"Furos"},"nviti - Ø","[/-mm]",{"$f":"VLOOKUP(H97,Data!AA4:AG24,7,FALSE)*2","v":72},{"$f":"VLOOKUP(I97,Data!AA4:AG24,7,FALSE)*2","v":12},null,{"$f":"IF(I100=\"(**)\",Translation!B82,\" \")","v":" "}]
[{"$nulls":4},{"$f":"Translation!B78","v":"Bloqueie a área de contacto do conetor em T com a cabeça do motor ou a coluna"},"ALOCK","[mm2]",{"$f":"VLOOKUP(VLOOKUP(H97,Data!$AA$4:$AD$24,4,FALSE),Data!$I$4:$L$15,4,FALSE)","v":1945},{"$f":"VLOOKUP(VLOOKUP(I97,Data!$AA$4:$AD$24,4,FALSE),Data!$I$4:$L$15,4,FALSE)","v":924}]
[{"$nulls":4},{"$f":"Translation!B79","v":"Comprimento do conector LOCK T"},"lLOCK","[mm]",{"$f":"VLOOKUP(H97,Data!AA4:AC24,3,FALSE)","v":290},{"$f":"VLOOKUP(I97,Data!AA4:AC24,3,FALSE)","v":135},null,{"$f":"Translation!B83","v":"Acoplamento com conectores:"}]
[{"$nulls":4},{"$f":"Translation!B80","v":"Fator de forma"},"kLOCK","[-]",{"$f":"VLOOKUP(VLOOKUP(H97,Data!$AA$4:$AD$24,4,FALSE),Data!$I$4:$S$15,11,FALSE)","v":0.55},{"$f":"VLOOKUP(VLOOKUP(I97,Data!$AA$4:$AD$24,4,FALSE),Data!$I$4:$S$15,11,FALSE)","v":0.65}]
[]
[{"$nulls":4},{"$f":"Translation!B84","v":"Parafusos de fixação elemento principal"},null,null,"LBS Ø 7 x 80",{"$f":"H111","v":"LBS Ø 7 x 80"}]
[]
[{"$nulls":4},{"$f":"Translation!B85","v":"Código parafusos elemento principal"},null,null,{"$f":"VLOOKUP(H111,Screws!C6:K34,9,FALSE)","v":"LBS780"},{"$f":"H113","v":"LBS780"}]
[{"$nulls":4},{"$f":"Translation!B86","v":"Diâmetro nominal"},"d1","[mm]",{"$f":"VLOOKUP(H111,Screws!AG6:AP34,2,FALSE)","v":7},7]
[{"$nulls":4},{"$f":"Translation!B87","v":"Diâmetro do núcleo"},"d2","[mm]",{"$f":"VLOOKUP(H111,Screws!AG6:AP34,3,FALSE)","v":4.4},4.4]
[{"$nulls":4},{"$f":"Translation!B88","v":"Diâmetro da cabeça"},"dk","[mm]",{"$f":"VLOOKUP(H111,Screws!AG6:AP34,4,FALSE)","v":11},11]
[{"$nulls":4},{"$f":"Translation!B89","v":"Comprimento"},"L","[mm]",{"$f":"VLOOKUP(H111,Screws!AG6:AP34,5,FALSE)","v":80},80]
[{"$nulls":4},{"$f":"Translation!B90","v":"Comprimento da rosca"},"sg","[mm]",{"$f":"VLOOKUP(H111,Screws!AG6:AP34,6,FALSE)","v":75},75]
[{"$nulls":4},{"$f":"Translation!B91","v":"Parâmetro característico à extração"},"fax,k","[N/mm2]",{"$f":"VLOOKUP(H111,Screws!AG6:AP34,7,FALSE)","v":11.7},11.7]
[{"$nulls":4},{"$f":"Translation!B92","v":"Densidade associada"},"ρa,ax","[Kg/m3]",{"$f":"VLOOKUP(H111,Screws!AG6:AP34,8,FALSE)","v":350},350]
[{"$nulls":4},{"$f":"Translation!B93","v":"Resistência característica à tração"},"ftens,k","[kN]",{"$f":"VLOOKUP(H111,Screws!AG6:AP34,9,FALSE)","v":15.4},15.4]
[{"$nulls":4},{"$f":"Translation!B94","v":"Momento plástico característico"},"My,k","[Nm]",{"$f":"VLOOKUP(H111,Screws!AG6:AP34,10,FALSE)","v":14.2},14.2]
[]
[{"$nulls":4},{"$f":"Translation!B95","v":"Parafusos fixações viga secundária"},null,null,"LBS Ø 7 x 80",{"$f":"H124","v":"LBS Ø 7 x 80"}]
[]
[{"$nulls":4},{"$f":"Translation!B97","v":"Código parafusos viga secundária"},null,null,{"$f":"VLOOKUP(H124,Screws!$C$6:$K$34,9,FALSE)","v":"LBS780"},{"$f":"H126","v":"LBS780"},null,{"$f":"Translation!B96","v":"Configuração Flat:"}]
[{"$nulls":4},{"$f":"Translation!B98","v":"Diâmetro nominal"},"d1","[mm]",{"$f":"VLOOKUP(H124,Screws!$AG$6:$AP$34,2,FALSE)","v":7},7,{"$nulls":8},{"$f":"IF(H97=\"LOCK-T 18 80\",Screws!C37,IF($AC$86<130,IF(H45=3,Screws!V13:V14,Screws!$V$6:$V$9),IF(H45=3,Screws!X13:X16,Screws!$X$6:$X$11)))","v":"LBS Ø 5 x 25"}]
[{"$nulls":4},{"$f":"Translation!B99","v":"Diâmetro do núcleo"},"d2","[mm]",{"$f":"VLOOKUP(H124,Screws!$AG$6:$AP$34,3,FALSE)","v":4.4},4.4,{"$nulls":8},"LBS Ø 5 x 40"]
[{"$nulls":4},{"$f":"Translation!B100","v":"Diâmetro da cabeça"},"dk","[mm]",{"$f":"VLOOKUP(H124,Screws!$AG$6:$AP$34,4,FALSE)","v":11},11,{"$nulls":8},"LBS Ø 5 x 50"]
[{"$nulls":4},{"$f":"Translation!B101","v":"Comprimento"},"L","[mm]",{"$f":"VLOOKUP(H124,Screws!$AG$6:$AP$34,5,FALSE)","v":80},80,{"$nulls":8},"LBS Ø 5 x 60"]
[{"$nulls":4},{"$f":"Translation!B102","v":"Comprimento da rosca"},"sg","[mm]",{"$f":"VLOOKUP(H124,Screws!$AG$6:$AP$34,6,FALSE)","v":75},75,{"$nulls":8},"LBS Ø 5 x 70"]
[{"$nulls":4},{"$f":"Translation!B103","v":"Parâmetro característico à extração"},"fax,k","[N/mm2]",{"$f":"VLOOKUP(H124,Screws!$AG$6:$AP$34,7,FALSE)","v":11.7},11.7,{"$nulls":8},"NO"]
[{"$nulls":4},{"$f":"Translation!B104","v":"Densidade associada"},"ρa,ax","[Kg/m3]",{"$f":"VLOOKUP(H124,Screws!$AG$6:$AP$34,8,FALSE)","v":350},350]
[{"$nulls":4},{"$f":"Translation!B105","v":"Resistência característica à tração"},"ftens,k","[kN]",{"$f":"VLOOKUP(H124,Screws!$AG$6:$AP$34,9,FALSE)","v":15.4},15.4]
[{"$nulls":4},{"$f":"Translation!B106","v":"Momento plástico característico"},"My,k","[Nm]",{"$f":"VLOOKUP(H124,Screws!$AG$6:$AP$34,10,FALSE)","v":14.2},14.2]
[]
[]
[{"$nulls":4},{"$f":"Translation!B108","v":"Tipo de conector LOCK STOP"},null,null,"2 x LOCKSTOP100"]
[]
[]
[{"$nulls":4},{"$f":"Translation!B109","v":"Parafusos inclinados para resistência ao levantamento e/ou lateral"},null,null,"LBS Ø 5 x 60",{"$f":"H141","v":"LBS Ø 5 x 60"}]
[{"$nulls":4},{"$f":"Translation!B110","v":"Número de parafusos inclinados"},"nin","[mm]",{"$f":"Uplift!AG30","v":3},{"$f":"Uplift!AG31","v":1}]
[]
[{"$nulls":4},{"$f":"Translation!B111","v":"Código parafusos"},null,null,{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!C6:K34,9,FALSE))","v":"LBS560"},{"$f":"H144","v":"LBS560"}]
[{"$nulls":4},{"$f":"Translation!B112","v":"Diâmetro nominal"},"d1","[mm]",{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!AG6:AP34,2,FALSE))","v":5},{"$f":"H145","v":5}]
[{"$nulls":4},{"$f":"Translation!B113","v":"Diâmetro do núcleo"},"d2","[mm]",{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!AG6:AP34,3,FALSE))","v":3},3]
[{"$nulls":4},{"$f":"Translation!B114","v":"Diâmetro da cabeça"},"dk","[mm]",{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!AG6:AP34,4,FALSE))","v":7.8},7.8]
[{"$nulls":4},{"$f":"Translation!B115","v":"Comprimento"},"L","[mm]",{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!AG6:AP34,5,FALSE))","v":60},60]
[{"$nulls":4},{"$f":"Translation!B116","v":"Comprimento da rosca"},"sg","[mm]",{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!AG6:AP34,6,FALSE))","v":56},56]
[{"$nulls":4},{"$f":"Translation!B117","v":"Parâmetro característico à extração"},"fax,k","[N/mm2]",{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!AG6:AP34,7,FALSE))","v":11.7},11.7]
[{"$nulls":4},{"$f":"Translation!B118","v":"Densidade associada"},"ρa,ax","[Kg/m3]",{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!AG6:AP34,8,FALSE))","v":350},350]
[{"$nulls":4},{"$f":"Translation!B119","v":"Resistência característica à tração"},"ftens,k","[kN]",{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!AG6:AP34,9,FALSE))","v":7.9},7.9]
[{"$nulls":4},{"$f":"Translation!B120","v":"Momento plástico característico"},"My,k","[Nm]",{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H141,Screws!AG6:AP34,10,FALSE))","v":5.4},5.4]
[]
[{"$nulls":4},{"$f":"Translation!B141","v":"6. Verificações de projeto para direção individual"}]
[]
[{"$nulls":4},{"$f":"Translation!B142","v":"A dimensão e a vida dos elementos de madeira devem ser feitas à parte. Em particular, para cargas perpendiculares ao eixo da viga, é recomendável realizar uma verificação do splitting em ambos os elementos de madeira."}]
{"$rows_empty":7}
[{"$nulls":27},{"$f":"Translation!B3","v":"Não"},{"$f":"Translation!B2","v":"Sim"}]
[{"$nulls":27},"colonna A","colonna B"]
[{"$nulls":4},{"$f":"Translation!B143","v":"6.1 Corte vertical (Fv)"},{"$nulls":22},"γM","γM"]
[{"$nulls":26},"unioni",1.5,1.4]
[{"$nulls":4},{"$f":"Translation!B144","v":"Resistência característica ao recalcamento elemento principal"},"fh,H,rk","[N/mm2]",{"$f":"V_downward!AO6","v":{"v":17.609424784823478,"d":"17.61"}}]
[{"$nulls":4},{"$f":"Translation!B145","v":"Capacidade axial caraterística de um parafuso no elemento principal"},"Fax,H,rk","[N]",{"$f":"V_downward!AU6","v":{"v":6364.0055001585,"d":"6364"}}]
[{"$nulls":4},{"$f":"Translation!B146","v":"Capacidade de carga caraterística por plano de corte para fixação elemento principal"},"Fv,H,rk","[N]",{"$f":"V_downward!AX6","v":{"v":3740.7152391283153,"d":"3741"}}]
[{"$nulls":4},{"$f":"Translation!B147","v":"Fator de forma"},"kH,2","[-]",{"$f":"V_downward!AZ6","v":144}]
[{"$nulls":4},{"$f":"Translation!B148","v":"Resistência característica elemento principal"},"F2,H,Rk","[kN]",{"$f":"IF(H99=2,(V_downward!$BA$6+secondo_V_downward!$BA$6)/1000,V_downward!$BA$6/1000)","v":{"v":133.23491046445054,"d":"133.2"}}]
[{"$nulls":4}," "]
[{"$nulls":4},{"$f":"Translation!B149","v":"Resistência característica alumínio"},"F2,alu,Rk","[kN]",{"$f":"IF(H99=2,(V_downward!$BB$6+secondo_V_downward!$BB$6)/1000,V_downward!$BB$6/1000)","v":{"v":96,"d":"96.0"}}]
[]
[{"$nulls":4},{"$f":"Translation!B150","v":"Resistência característica ao recalcamento elemento secundário"},"fh,J,rk","[N/mm2]",{"$f":"V_downward!R6","v":{"v":6.769337319880194,"d":"6.8"}}]
[{"$nulls":4},{"$f":"Translation!B151","v":"Capacidade axial caraterística de um parafuso no elemento secundário"},"Fax,J,rk","[N]",{"$f":"V_downward!Y6","v":{"v":6164.861752661067,"d":"6165"}}]
[{"$nulls":4},{"$f":"Translation!B152","v":"Capacidade de carga caraterística por plano de corte para fixação elemento secundário"},"Fv,J,rk","[N]",{"$f":"V_downward!AB6","v":{"v":2617.195811701762,"d":"2617"}}]
[{"$nulls":4},{"$f":"Translation!B153","v":"Resistência característica elemento secundário"},"F2,J,Rk","[kN]",{"$f":"IF(H99=2,(V_downward!$AC$6+secondo_V_downward!$AC$6)/1000,V_downward!$AC$6/1000)","v":{"v":94.21904922126345,"d":"94.2"}}]
[{"$nulls":26},"classe di servizio",{"$f":"Translation!B128","v":"Permanente"},{"$f":"Translation!B129","v":"Longa duração"},{"$f":"Translation!B130","v":"Média duração"},{"$f":"Translation!B131","v":"Breve duração"},{"$f":"Translation!B132","v":"Instantâneo"}]
[{"$nulls":4},{"$f":"Translation!B154","v":"Resistência característica"},"FV,Rk","[kN]",{"$f":"IF(H99=2,V_downward!$BC$6+secondo_V_downward!$BC$6,V_downward!$BC$6)","v":{"v":94.21904922126345,"d":"94.2"}},{"$nulls":18},1,{"v":0.6,"d":"0.60"},{"v":0.7,"d":"0.70"},{"v":0.8,"d":"0.80"},{"v":0.9,"d":"0.90"},{"v":1.1,"d":"1.10"}]
[{"$nulls":4},{"$f":"Translation!B155","v":"Resistência do design"},"FV,Rd","[kN]",{"$f":"MIN(($H$47*MIN(H173,H180))/$H$50,H175/H51)","v":{"v":57.98095336693135,"d":"58.0"}},{"$nulls":18},2,{"v":0.6,"d":"0.60"},{"v":0.7,"d":"0.70"},{"v":0.8,"d":"0.80"},{"v":0.9,"d":"0.90"},{"v":1.1,"d":"1.10"}]
[{"$nulls":4},{"$f":"Translation!B33","v":"Ação de corte vertical"},"Fv,Ed","[kN]",{"$f":"H56","v":{"v":4,"d":"4.0"}},{"$nulls":18},3,{"v":0.5,"d":"0.50"},0.55,0.65,{"v":0.7,"d":"0.70"},{"v":0.9,"d":"0.90"}]
[{"$nulls":4},{"$f":"Translation!B156","v":"Verificação da conexão"},{"$f":"IF(H185>1,Translation!B209,Translation!B208)","v":"VERIFICADO"},null,{"$f":"$H$56/H183","v":{"v":0.06898817228281978,"d":"7%"}}]
[]
[]
[{"$nulls":4},{"$f":"Translation!B157","v":"6.2 Corte vertical de elevação (Fup)"}]
[]
[{"$nulls":4},{"$f":"Translation!B158","v":"Resistência característica ao recalcamento"},"fh,in,rk","[N/mm2]",{"$f":"IF(H141=\"NO\",\"-\",Uplift!AO6)","v":{"v":19.479759046070704,"d":"19.5"}}]
[{"$nulls":4},{"$f":"Translation!B159","v":"Capacidade axial caraterística de um parafuso inclinado"},"Fax,in,rk","[N]",{"$f":"IF(H141=\"NO\",\"-\",Uplift!AU6)","v":{"v":3030.478809599286,"d":"3030"}}]
[{"$nulls":4},{"$f":"Translation!B160","v":"Resistência característica elemento principal"},"F3,H,Rk","[kN]",{"$f":"IF(H141=\"NO\",\"-\",Uplift!$BA$6/1000)","v":{"v":7.2321933932205456,"d":"7.2"}}]
[]
[{"$nulls":4},{"$f":"Translation!B161","v":"Resistência característica alumínio"},"F2,alu,Rk","[kN]",{"$f":"IF(H141=\"NO\",\"-\",IF(H99=2,(0.5*Uplift!$BB$6+0.5*secondo_Uplift!$BB$6)/1000,(0.5*Uplift!$BB$6)/1000))","v":{"v":48,"d":"48.0"}}]
[]
[{"$nulls":4},{"$f":"Translation!B162","v":"Resistência característica ao recalcamento"},"fh,J,rk","[N/mm2]",{"$f":"IF(H141=\"NO\",\"-\",Uplift!R6)","v":{"v":6.769337319880194,"d":"6.8"}}]
[{"$nulls":4},{"$f":"Translation!B163","v":"Capacidade axial caraterística de um parafuso inclinado"},"Fax,J,rk","[N]",{"$f":"IF(H141=\"NO\",\"-\",Uplift!Y6)","v":{"v":6164.861752661067,"d":"6165"}}]
[{"$nulls":4},{"$f":"Translation!B164","v":"Capacidade de carga caraterística por plano de corte para fixação elemento secundário"},"Fv,J,rk","[N]",{"$f":"IF(H141=\"NO\",\"-\",Uplift!AB6)","v":{"v":2617.195811701762,"d":"2617"}}]
[{"$nulls":4},{"$f":"Translation!B165","v":"Resistência característica elemento secundário"},"F3,J,Rk","[kN]",{"$f":"IF(H141=\"NO\",\"-\",IF(H99=2,(Uplift!$AC$6+secondo_Uplift!$AC$6)/1000,Uplift!$AC$6/1000))","v":{"v":94.21904922126345,"d":"94.2"}}]
[]
[{"$nulls":4},{"$f":"Translation!B166","v":"Resistência característica"},"FUP,Rk","[kN]",{"$f":"IF(H141=\"NO\",\"-\",Uplift!$BC$6)","v":{"v":7.2321933932205456,"d":"7.2"}}]
[{"$nulls":4},{"$f":"Translation!B167","v":"Resistência do design"},"FUP,Rd","[kN]",{"$f":"IF(H141=\"NO\",\"-\",MIN(($H$47*MIN(H192,H199))/$H$50,H194/H51))","v":{"v":4.450580549674182,"d":"4.5"}}]
[{"$nulls":4},{"$f":"Translation!B34","v":"Ação de corte per elevação"},"Fup,Ed","[kN]",{"$f":"H57","v":{"v":1,"d":"1.0"}}]
[{"$nulls":4},{"$f":"Translation!B168","v":"Verificação da conexão"},{"$f":"IF(H141=\"NO\",\"-\",IF(H204>1,Translation!B209,Translation!B208))","v":"VERIFICADO"},null,{"$f":"IF(H141=\"NO\",\"-\",$H$57/H202)","v":{"v":0.22468978795883335,"d":"22%"}}]
[]
[]
[{"$nulls":4},{"$f":"Translation!B169","v":"6.3 axial (Fax)"}]
[]
[{"$nulls":4},{"$f":"Translation!B170","v":"Resistência característica elemento principal"},"F1,H,Rk","[kN]",{"$f":"IF(H99=2,(Axial!$AX$6+secondo_Axial!$AX$6)/1000,Axial!$AX$6/1000)","v":{"v":46.28367636478908,"d":"46.3"}}]
[{"$nulls":4},{"$f":"Translation!B171","v":"Resistência característica alumínio"},"F1,alu,Rk","[kN]",{"$f":"IF(H99=2,(Axial!$AZ$6+secondo_Axial!$AZ$6)/1000,Axial!$AZ$6/1000)","v":11.2}]
[{"$nulls":4},{"$f":"Translation!B172","v":"Resistência característica elemento secundário"},"F1,J,Rk","[kN]",{"$f":"IF(H99=2,(Axial!$AY$6+secondo_Axial!$AY$6)/1000,Axial!$AY$6/1000)","v":{"v":13.450607460351417,"d":"13.5"}}]
[]
[{"$nulls":4},{"$f":"Translation!B173","v":"Resistência característica"},"F1,Rk","[kN]",{"$f":"IF(H99=2,Axial!$BA$6+secondo_Axial!$BA$6,Axial!$BA$6)","v":11.2}]
[{"$nulls":4},{"$f":"Translation!B174","v":"Resistência do design"},"F1,Rd","[kN]",{"$f":"MIN(($H$47*MIN(H209,H211))/$H$50,H210/H51)","v":{"v":8.277296898677795,"d":"8.3"}}]
[{"$nulls":4},{"$f":"Translation!B35","v":"Ação axial"},"Fax,Ed","[kN]",{"$f":"H58","v":{"v":2,"d":"2.0"}}]
[{"$nulls":4},{"$f":"Translation!B175","v":"Verificação da conexão"},{"$f":"IF(H216>1,Translation!B209,Translation!B208)","v":"VERIFICADO"},null,{"$f":"$H$58/H214","v":{"v":0.2416247749092433,"d":"24%"}}]
[]
[]
[{"$nulls":4},{"$f":"Translation!B176","v":"6.4 Corte lateral (Flat)"}]
[]
[{"$nulls":4},{"$f":"Translation!B177","v":"Número efetivo de parafusos por elemento principal ou secundário"},"nef","[-]",{"$f":"VLOOKUP(H65,Lateral!BM7:BP11,3,FALSE)","v":20.9}]
[{"$nulls":4},{"$f":"Translation!B178","v":"Fator de forma"},"klat","[-]",{"$f":"VLOOKUP(H65,Lateral!BM7:BP11,4,FALSE)","v":227}]
[{"$nulls":4},{"$f":"Translation!B179","v":"Coeficiente de acordo com EN 1995-1-1, 6.1.5"},"kc,90","[-]",{"$f":"Lateral!AM32","v":1}]
[{"$nulls":4},{"$f":"Translation!B180","v":"Coeficiente de acordo com EN 1995-1-1, eq. 6.62"},"kv","[-]",{"$f":"Lateral!AX32","v":{"v":0.7278806521162471,"d":"0.728"}}]
[]
[{"$nulls":4},{"$f":"Translation!B181","v":"Resistência característica"},"F45,Rk","[kN]",{"$f":"IF(H99=1,VLOOKUP($H$65,Lateral!$BD$6:$BG$11,4,FALSE),VLOOKUP($H$65,secondo_Lateral!$BD$6:$BG$11,4,FALSE))","v":{"v":46.68,"d":"46.7"}}]
[{"$nulls":4},{"$f":"Translation!B182","v":"Resistência do design"},"F45,Rd","[kN]",{"$f":"IF(H99=1,VLOOKUP($H$65,Lateral!$BD$6:$BH$11,5,FALSE),VLOOKUP($H$65,secondo_Lateral!$BD$6:$BH$11,5,FALSE))","v":{"v":28.726153846153846,"d":"28.7"}}]
[{"$nulls":4},{"$f":"Translation!B36","v":"Ação lateral"},"Flat,Ed","[kN]",{"$f":"H59","v":{"v":1,"d":"1.0"}}]
[{"$nulls":4},{"$f":"Translation!B183","v":"Verificação da conexão"},{"$f":"IF(H229>1,Translation!B209,Translation!B208)","v":"VERIFICADO"},null,{"$f":"$H$59/H227","v":{"v":0.034811482433590404,"d":"3%"}}]
[]
[]
[]
[{"$nulls":4},{"$f":"Translation!B184","v":"7. Verificações de projeto em caso de estresse combinado"},{"$nulls":17},{"$f":"IF(H235=AB165,\"NON\",CONCATENATE(IF(H237=AC165,\"A\",),IF(H238=AC165,\"B\",),IF(H239=AC165,\"C\",),IF(H240=AC165,\"D\",)))","v":"AC"}]
[]
[{"$nulls":4},{"$f":"Translation!B185","v":"Verificação combinada de esforço necessária?"},null,null,"Sim",{"$f":"IF(H235=AC165,Translation!B191,\" \")","v":"Selecione as tensões a considerar no veículo combinado."}]
[]
[{"$nulls":4},{"$f":"Translation!B186","v":"Corte vertical"},"Fv,d",null,"Sim",{"$nulls":17},{"$f":"H237","v":"Sim"},"Fv,d",{"$f":"H185","v":{"v":0.06898817228281978,"d":"7%"}}]
[{"$nulls":4},{"$f":"Translation!B187","v":"Corte vertical de elevação"},"Fup,d",null,"Não",{"$nulls":17},{"$f":"H238","v":"Não"},"Fup,d",{"$f":"H204","v":{"v":0.22468978795883335,"d":"22%"}}]
[{"$nulls":4},{"$f":"Translation!B188","v":"Ação axial"},"Fax,d",null,"Sim",{"$nulls":11},"A",{"$f":"H185^2","v":{"v":0.004759367914924023,"d":"0%"}},null,"AC",{"$f":"U239+U241","v":{"v":0.06314189976486652,"d":"6%"}},null,{"$f":"H239","v":"Sim"},"Fax,d",{"$f":"H216","v":{"v":0.2416247749092433,"d":"24%"}}]
[{"$nulls":4},{"$f":"Translation!B189","v":"Corte lateral"},"Flat,d",null,"Não",{"$nulls":11},"B",{"$f":"H204^2","v":{"v":0.050485500812985494,"d":"5%"}},null,"ACD",{"$f":"U239+U241+U242","v":{"v":0.0643537390740907,"d":"6%"}},null,{"$f":"H240","v":"Não"},"Flat,d",{"$f":"H229","v":{"v":0.034811482433590404,"d":"3%"}}]
[{"$nulls":19},"C",{"$f":"H216^2","v":{"v":0.05838253184994249,"d":"6%"}},null,"AD",{"$f":"U239+U242","v":{"v":0.005971207224148197,"d":"1%"}},null,{"$f":"IF(Z237=AB165,IF(Z238=AB165,IF(Z239=AB165,IF(Z240=AB165,AC165,AB165),AB165),AB165),AB165)","v":"Não"},null,{"v":0,"d":"0%"}]
[{"$nulls":4},{"$f":"Translation!B190","v":"Fv,d e Fup,d são forças que atuam em direções opostas. Portanto, apenas uma das forças Fv,d e Fup,d pode atuar em combinação com as forças Fax,d ou Flat,d."},{"$f":"IF(H242>1,Translation!B209,Translation!B208)","v":"VERIFICADO"},null,{"$f":"_xlfn.IFNA(VLOOKUP(W233,W239:X245,2,FALSE),VLOOKUP(AC165,Z237:AB241,3,FALSE))","v":{"v":0.06314189976486652,"d":"6%"}},{"$nulls":11},"D",{"$f":"H229^2","v":{"v":1.2118393092241733E-3,"d":"0%"}},null,"BC",{"$f":"U240+U241","v":{"v":0.108868032662928,"d":"11%"}}]
[{"$nulls":22},"BCD",{"$f":"U240+U241+U242","v":{"v":0.11007987197215216,"d":"11%"}}]
[{"$nulls":4},{"$f":"Translation!B192","v":"8. Resumo quantidade y códigos produto"},{"$nulls":17},"BD",{"$f":"U240+U242","v":{"v":0.05169734012220967,"d":"5%"}}]
[{"$nulls":22},"CD",{"$f":"U241+U242","v":{"v":0.059594371159166666,"d":"6%"}}]
[{"$nulls":4},{"$f":"Translation!B193","v":"Número de conexões"},"n°",null,3]
[]
[{"$nulls":7},{"$f":"Translation!B194","v":"Código"},{"$f":"Translation!B195","v":"Quantidade necessária"}]
[{"$nulls":4},{"$f":"Translation!B197","v":"Ligador não aparente de engate"},null,null,{"$f":"H101","v":"LOCKTEV100290"},{"$f":"H246","v":3},{"$f":"VLOOKUP(H97,Data!AA4:AV22,22,FALSE)","v":10}]
[{"$nulls":4},{"$f":"Translation!B198","v":"Segundo ligador oculto, si ligadores acoplados"},null,null,{"$f":"IF(H99=2,I101,\"-\")","v":"-"},{"$f":"IF(H99=2,H246,\"-\")","v":"-"},{"$f":"IF(H99=2,VLOOKUP(I97,Data!AA4:AV22,22,FALSE),\"-\")","v":"-"}]
[]
[{"$nulls":4},{"$f":"Translation!B199","v":"Parafusos de fixação elemento principal"},null,null,{"$f":"H113","v":"LBS780"},{"$f":"IF(H99=2,((H106+I106)/2)*H246,(H106/2)*H246)","v":108},{"$f":"VLOOKUP(H252,Screws!AS6:AT34,2,FALSE)","v":100}]
[{"$nulls":4},{"$f":"Translation!B200","v":"Parafusos fixações viga secundária"},null,null,{"$f":"H126","v":"LBS780"},{"$f":"IF(H99=2,((H106+I106)/2)*H246,(H106/2)*H246)","v":108},{"$f":"VLOOKUP(H253,Screws!AS6:AT34,2,FALSE)","v":100}]
[{"$nulls":4},{"$f":"Translation!B201","v":"Parafusos inclinados para resistência ao levantamento e/ou lateral"},null,null,{"$f":"H144","v":"LBS560"},{"$f":"IF(H99=2,(H142+I142)*H246,H142*H246)","v":9},{"$f":"IF(H141=\"NO\",\"-\",VLOOKUP(H254,Screws!AS6:AT34,2,FALSE))","v":200}]
[]
[{"$nulls":4},{"$f":"Translation!B202","v":"Conector LOCK STOP"},null,null,{"$f":"IF(H65=\"LOCK STOP\",VLOOKUP(H138,Data!BA4:BB16,2,FALSE),\"-\")","v":"-"},{"$f":"IF(H65=\"LOCK STOP\",VLOOKUP(H138,Data!BA4:BJ16,10,FALSE)*H246,\"-\")","v":"-"},{"$f":"IF(H65=\"LOCK STOP\",VLOOKUP(H138,Data!BA4:BK16,11,FALSE),\"-\")","v":"-"}]
{"$rows_empty":23}
[{"$nulls":4},{"$f":"Translation!B203","v":"A Rotho Blaas efetuou as verificações segundo o método dos Estados-Limite em conformidade com a EC 1995-1-1 Eurocódigo 5 - Conceção de estruturas de madeira. Para os valores de resistência mecânica e para a geometria dos conectores LOCK e LOCK STOP, fez-se referência ao que consta da ETA-19/0831. Para os valores de resistência mecânica e para a geometria dos parafusos, fez-se referência ao que consta da ETA-11/0030.\nOs valores estáticos foram calculados considerando uma espessura constante do elemento metálico, incluindo a espessura do LOCK STOP.\nA resistência Fup com parafuso inclinado foi calculado considerando o número efetivo de parafusos carregados axialmente de acordo com a ETA-11/0030.\nDeve ser dada especial atenção à execução da fresagem no elemento principal ou na viga secundária para limitar o deslizamento lateral da ligação.\nA resistência Flat com o parafuso inclinado foi calculada considerando o número efetivo de parafusos dispostos paralelamente à fibra de acordo com a EN 1995-1-1.\nSe forem utilizados conectores acoplados, deve ser prestada especial atenção ao alinhamento durante a colocação, para evitar tensões diferentes nos dois conectores.\nO conector deve ser sempre totalmente fixo, utilizando todos os furos.\nNão é permitida a fixação com pregagem parcial. Devem ser utilizados parafusos do mesmo comprimentos em cada metade do conector.\nNo caso da fresagem no elemento principal ou na viga secundária, deve ter-se especial cuidado ao efetuar a fresagem, de modo a limitar o deslizamento lateral da ligação.\nA dimensão e a verificação dos elementos de madeira devem ser feitas à parte. Todos os cálculos devem ser verificados e aprovados pelo designer responsável antes da execução. É dever do projetista responsável verificar em cada utilização a conformidade dos dados com as normas em vigor e com o projeto. A responsabilidade final pela escolha do produto adequado para uma aplicação específica cabe ao projetista."}]
{"$rows_empty":10}
[{"$nulls":4},{"$f":"Translation!B204","v":"Estas indicações relativas à ficha de verificação devem ter um carácter indicativo, no pressuposto de que a responsabilidade total do projecto de ligação incumbe ao projectista."}]
[{"$nulls":4},{"$f":"Translation!B205","v":"A concepção dos elementos de madeira deve ser realizada separadamente do projectista da estrutura."}]
[{"$nulls":4},{"$f":"Translation!B206","v":"Como especificado nas Condições Gerais aceites pelo utilizador ao descarregar a folha de cálculo: os resultados obtidos com esta ferramenta de cálculo são de carácter indicativo e devem ser considerados como um serviço técnico-comercial no âmbito da actividade de vendas da Rotho Blaas srl. O número e a espessura das inserções devem ser determinados pelo projectista responsável que deve verificar a exactidão dos resultados decorrentes do tratamento dos dados introduzidos. A Rotho Blaas srl não garante o cumprimento da legislação em vigor nem a concepção dos cálculos efectuados através desta folha de cálculo. Em particular, na sequência da alteração das disposições pertinentes como, por exemplo, normas, aprovações, etc., o programa pode tornar-se, em parte ou na totalidade, inválido. A Rotho Blaas srl não garante e não será responsável por danos ou consequências directas ou indirectas ou outras, de qualquer forma (garantia por defeitos, garantia por mau funcionamento, responsabilidade pelo produto ou responsabilidade legal, etc.). O Utilizador declara utilizar a folha de cálculo como profissional com a obrigação e responsabilidade de verificar se a folha de cálculo satisfaz as suas necessidades específicas."}]

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[]
[]
[null,{"$f":"Translation!B10","v":"Geometria e características parafusos"},{"$nulls":30},"VITI","Diametro nominale","Diametro nocciolo","Diametro testa","Lunghezza","Lunghezza filetto","Parametro caratteristico estrazione","Densità associata","Resistenza caratteristica a trazione","Momento caratteristico di snervamento"]
[null,{"$f":"Translation!B11","v":"Tipo de parafuso"},null,null,{"$f":"Translation!B12","v":"Diâmetro"},null,{"$f":"Translation!B13","v":"Comprimento"},{"$f":"CONCATENATE(Translation!B14,\" b\")","v":"Rosca b"},"My,Rk","ftens,k",{"$nulls":23},"d1","d2","dk","L","sg","fax,k","ρa,ax","ftens,k","My,k",{"$nulls":3},"PZ."]
[{"$nulls":4},"mm",null,"mm","mm","Nmm","N",{"$nulls":23},"[mm]","[mm]","[mm]","[mm]","[mm]","[N/mm2]","[Kg/m3]","[kN]","[Nm]"]
[null,"LBS525",{"$f":"D6&\" Ø \"&E6&\" x \"&G6","v":"LBS Ø 5 x 25"},"LBS",5,"x",25,21,5417.2,7900,"LBS525",{"$nulls":3},{"$f":"C6","v":"LBS Ø 5 x 25"},null,null,{"$f":"C11","v":"LBS Ø 7 x 60"},{"$nulls":3},{"$f":"O6","v":"LBS Ø 5 x 25"},null,{"$f":"O6","v":"LBS Ø 5 x 25"},{"$nulls":8},{"$f":"C6","v":"LBS Ø 5 x 25"},{"$f":"E6","v":5},{"$f":"IF(AH6=5,3,4.4)","v":3},{"$f":"IF(AH6=5,7.8,11)","v":7.8},{"$f":"G6","v":25},{"$f":"H6","v":21},11.7,350,{"$f":"IF(AH6=5,7.9,15.4)","v":7.9},{"$f":"IF(AH6=5,5.4,14.2)","v":5.4},null,null,"LBS525",500]
[null,"LBS540","LBS Ø 5 x 40","LBS",5,"x",40,36,{"$f":"I6","v":5417.2},{"$f":"J6","v":7900},"LBS540",{"$nulls":3},{"$f":"C7","v":"LBS Ø 5 x 40"},null,null,{"$f":"C12","v":"LBS Ø 7 x 80"},{"$nulls":3},{"$f":"O7","v":"LBS Ø 5 x 40"},null,{"$f":"O7","v":"LBS Ø 5 x 40"},{"$nulls":8},{"$f":"C7","v":"LBS Ø 5 x 40"},{"$f":"E7","v":5},{"$f":"IF(AH7=5,3,4.4)","v":3},{"$f":"IF(AH7=5,7.8,11)","v":7.8},{"$f":"G7","v":40},{"$f":"H7","v":36},11.7,350,{"$f":"IF(AH7=5,7.9,15.4)","v":7.9},{"$f":"IF(AH7=5,5.4,14.2)","v":5.4},null,null,"LBS540",500]
[null,"LBS550","LBS Ø 5 x 50","LBS",5,"x",50,46,{"$f":"I7","v":5417.2},7900,"LBS550",{"$nulls":3},"LBS Ø 5 x 50",null,null,"LBS Ø 7 x 100",{"$nulls":3},{"$f":"O8","v":"LBS Ø 5 x 50"},null,"LBS Ø 5 x 50",{"$nulls":8},"LBS Ø 5 x 50",5,3,7.8,50,46,11.7,350,7.9,5.4,null,null,"LBS550",200]
[null,"LBS560","LBS Ø 5 x 60","LBS",5,"x",60,56,5417.2,7900,"LBS560",{"$nulls":3},"LBS Ø 5 x 60",null,null,{"$f":"C21","v":"KKF Ø 6 x 80"},{"$nulls":3},"NO",null,"LBS Ø 5 x 60",{"$nulls":8},"LBS Ø 5 x 60",5,3,7.8,60,56,11.7,350,7.9,5.4,null,null,"LBS560",200]
[null,"LBS570","LBS Ø 5 x 70","LBS",5,"x",70,66,5417.2,7900,"LBS570",null,{"$f":"C15","v":"KKF Ø 5 x 50"},null,"LBS Ø 5 x 70",null,null,{"$f":"C22","v":"KKF Ø 6 x 100"},{"$nulls":5},{"$f":"O10","v":"LBS Ø 5 x 70"},{"$nulls":8},"LBS Ø 5 x 70",5,3,7.8,70,66,11.7,350,7.9,5.4,null,null,"LBS570",200]
[null,"LBS760","LBS Ø 7 x 60","LBS",7,"x",60,55,14174,19200,"LBS760",null,{"$f":"VLOOKUP(M10,Screws!$C$6:$J$29,8,FALSE)","v":7900},null,{"$f":"C14","v":"KKF Ø 5 x 40"},null,null,"KKF Ø 6 x 120",{"$nulls":5},"NO",{"$nulls":8},"LBS Ø 7 x 60",7,4.4,11,60,55,11.7,350,15.4,14.2,null,null,"LBS760",100]
[null,"LBS780","LBS Ø 7 x 80","LBS",7,"x",80,75,{"$f":"I11","v":14174},{"$f":"J11","v":19200},"LBS780",{"$nulls":3},"KKF Ø 5 x 50",null,null,{"$f":"C28","v":"HBS PLATE EVO Ø 6 x 80"},{"$nulls":14},"LBS Ø 7 x 80",7,4.4,11,80,75,11.7,350,15.4,14.2,null,null,"LBS780",100]
[null,"LBS7100","LBS Ø 7 x 100","LBS",7,"x",100,95,{"$f":"I12","v":14174},{"$f":"J12","v":19200},"LBS7100",{"$nulls":3},"KKF Ø 5 x 60",null,null,{"$f":"C29","v":"HBS PLATE EVO Ø 6 x 90"},{"$nulls":3},"LBS EVO Ø 5 x 50",null,"LBS EVO Ø 5 x 50",{"$nulls":8},"LBS Ø 7 x 100",7,{"$f":"IF(AH13=5,3,4.4)","v":4.4},11,100,95,11.7,350,15.4,14.2,null,null,"LBS7100",100]
[null,"KKF540","KKF Ø 5 x 40","KKF",5,"x",40,24,5417.2,7900,"KKF540",{"$nulls":3},"KKF Ø 5 x 70",null,null,"LBS EVO Ø 7 x 80",{"$nulls":3},"NO",null,"LBS EVO Ø 5 x 60",{"$nulls":8},"KKF Ø 5 x 40",5,{"$f":"IF(AH14=5,3.25,4.05)","v":3.25},{"$f":"IF(AH14=5,9.65,11.65)","v":9.65},40,24,11.7,350,{"$f":"IF(AH14=5,7.9,11.3)","v":7.9},{"$f":"IF(AH14=5,4.5,8.2)","v":4.5},null,null,"KKF540",200]
[null,"KKF550","KKF Ø 5 x 50","KKF",5,"x",50,30,5417.2,7900,"KKF550",{"$nulls":3},"KKF Ø 5 x 80",null,null,"LBS EVO Ø 7 x 100",{"$nulls":5},"LBS EVO Ø 5 x 70",{"$nulls":8},"KKF Ø 5 x 50",5,{"$f":"IF(AH15=5,3.25,4.05)","v":3.25},{"$f":"IF(AH15=5,9.65,11.65)","v":9.65},50,30,11.7,350,{"$f":"IF(AH15=5,7.9,11.3)","v":7.9},{"$f":"IF(AH15=5,4.5,8.2)","v":4.5},null,null,"KKF550",200]
[null,"KKF560","KKF Ø 5 x 60","KKF",5,"x",60,35,5417.2,7900,"KKF560",{"$nulls":3},"KKF Ø 5 x 90",null,null,"-",{"$nulls":5},"NO",null,null,{"$f":"IF($AC$83<130,IF('LOCK-T'!H45=3,Screws!V13:V14,Screws!$V$6:$V$9),IF('LOCK-T'!H45=3,Screws!X13:X16,Screws!$X$6:$X$11))","v":"LBS Ø 5 x 25"},{"$nulls":5},"KKF Ø 5 x 60",5,3.25,9.65,60,35,11.7,350,7.9,4.5,null,null,"KKF560",200]
[null,"KKF570","KKF Ø 5 x 70","KKF",5,"x",70,40,5417.2,7900,"KKF570",{"$nulls":3},"KKF Ø 5 x 100",{"$nulls":11},"LBS Ø 5 x 40",{"$nulls":5},"KKF Ø 5 x 70",5,3.25,9.65,70,40,11.7,350,7.9,4.5,null,null,"KKF570",100]
[null,"KKF580","KKF Ø 5 x 80","KKF",5,"x",80,50,5417.2,7900,"KKF580",{"$nulls":3},{"$f":"C24","v":"HBS PLATE EVO Ø 5 x 50"},{"$nulls":11},"LBS Ø 5 x 50",{"$nulls":5},"KKF Ø 5 x 80",5,3.25,9.65,80,50,11.7,350,7.9,4.5,null,null,"KKF580",100]
[null,"KKF590","KKF Ø 5 x 90","KKF",5,"x",90,55,5417.2,7900,"KKF590",{"$nulls":3},{"$f":"C25","v":"HBS PLATE EVO Ø 5 x 60"},{"$nulls":11},"NO",{"$nulls":5},"KKF Ø 5 x 90",5,3.25,9.65,90,55,11.7,350,7.9,4.5,null,null,"KKF590",100]
[null,"KKF5100","KKF Ø 5 x 100","KKF",5,"x",100,60,5417.2,7900,"KKF5100",{"$nulls":3},{"$f":"C26","v":"HBS PLATE EVO Ø 5 x 70"},{"$nulls":17},"KKF Ø 5 x 100",5,3.25,9.65,100,60,11.7,350,7.9,4.5,null,null,"KKF5100",100]
[null,"KKF680","KKF Ø 6 x 80","KKF",6,"x",80,50,9493.7,11300,"KKF680",{"$nulls":3},{"$f":"C27","v":"HBS PLATE EVO Ø 5 x 80"},{"$nulls":17},"KKF Ø 6 x 80",6,4.05,11.65,80,50,11.7,350,11.3,8.2,null,null,"KKF680",100]
[null,"KKF6100","KKF Ø 6 x 100","KKF",6,"x",100,60,9493.7,11300,"KKF6100",{"$nulls":3},"LBS EVO Ø 5 x 50",{"$nulls":17},"KKF Ø 6 x 100",6,4.05,11.65,100,60,11.7,350,11.3,8.2,null,null,"KKF6100",100]
[null,"KKF6120","KKF Ø 6 x 120","KKF",6,"x",120,75,9493.7,11300,"KKF6120",{"$nulls":3},"LBS EVO Ø 5 x 60",{"$nulls":17},"KKF Ø 6 x 120",6,4.05,11.65,120,75,11.7,350,11.3,8.2,null,null,"KKF6120",100]
[null,"HBSPEVO550",{"$f":"D24&\" Ø \"&E24&\" x \"&G24","v":"HBS PLATE EVO Ø 5 x 50"},"HBS PLATE EVO",5,"x",50,30,5417.2,7900,"HBSPEVO550",{"$nulls":3},"LBS EVO Ø 5 x 70",{"$nulls":17},"HBS PLATE EVO Ø 5 x 50",5,{"$f":"IF(AH24=5,3.4,3.95)","v":3.4},{"$f":"IF(AH24=5,9.65,12)","v":9.65},50,30,11.7,350,7.9,{"$f":"IF(AH24=5,5.4,9.5)","v":5.4},null,null,"HBSPEVO550",200]
[null,"HBSPEVO560","HBS PLATE EVO Ø 5 x 60","HBS PLATE EVO",5,"x",60,35,{"$f":"I24","v":5417.2},{"$f":"J24","v":7900},"HBSPEVO560",{"$nulls":3},"-",{"$nulls":17},"HBS PLATE EVO Ø 5 x 60",5,{"$f":"IF(AH25=5,3.4,3.95)","v":3.4},{"$f":"IF(AH25=5,9.65,12)","v":9.65},60,35,11.7,350,7.9,{"$f":"IF(AH25=5,5.4,9.5)","v":5.4},null,null,"HBSPEVO560",200]
[null,"HBSPEVO570","HBS PLATE EVO Ø 5 x 70","HBS PLATE EVO",5,"x",70,40,{"$f":"I25","v":5417.2},{"$f":"J25","v":7900},"HBSPEVO570",{"$nulls":21},"HBS PLATE EVO Ø 5 x 70",5,3.4,9.65,70,40,11.7,350,7.9,5.4,null,null,"HBSPEVO570",100]
[null,"HBSPEVO580","HBS PLATE EVO Ø 5 x 80","HBS PLATE EVO",5,"x",80,50,5417.2,7900,"HBSPEVO580",{"$nulls":3},{"$f":"VLOOKUP('LOCK-T'!H111,Screws!C6:D34,2,FALSE)","v":"LBS"},{"$nulls":6},"5 or 7",{"$nulls":10},"HBS PLATE EVO Ø 5 x 80",5,3.4,9.65,80,50,11.7,350,7.9,5.4,null,null,"HBSPEVO580",100]
[null,"HBSPEVO680",{"$f":"D28&\" Ø \"&E28&\" x \"&G28","v":"HBS PLATE EVO Ø 6 x 80"},"HBS PLATE EVO",6,"x",80,50,9493.7,11300,"HBSPEVO680",{"$nulls":3},{"$f":"IF($O$27=\"LBS\",O6,IF($O$27=\"KKF\",O11,IF($O$27=\"HBS PLATE EVO\",O18,IF($O$27=\"LBS EVO\",O22,\" \"))))","v":"LBS Ø 5 x 25"},null,null,{"$f":"IF($O$27=\"LBS\",R6,IF($O$27=\"KKF\",R9,IF($O$27=\"HBS PLATE EVO\",R12,IF($O$27=\"LBS EVO\",R14,\" \"))))","v":"LBS Ø 7 x 60"},{"$nulls":3},{"$f":"IF('LOCK-T'!$H$114<6,Screws!O28,Screws!R28)","v":"LBS Ø 7 x 60"},{"$nulls":10},"HBS PLATE EVO Ø 6 x 80",6,3.95,12,80,50,11.7,350,11.3,9.5,null,null,"HBSPEVO680",100]
[null,"HBSPEVO690","HBS PLATE EVO Ø 6 x 90","HBS PLATE EVO",6,"x",90,55,{"$f":"I28","v":9493.7},{"$f":"J28","v":11300},"HBSPEVO690",{"$nulls":3},{"$f":"IF(O27=\"LBS\",O7,IF(O27=\"KKF\",O12,IF(O27=\"HBS PLATE EVO\",O19,IF($O$27=\"LBS EVO\",O23,\" \"))))","v":"LBS Ø 5 x 40"},null,null,{"$f":"IF($O$27=\"LBS\",R7,IF($O$27=\"KKF\",R10,IF($O$27=\"HBS PLATE EVO\",R13,IF($O$27=\"LBS EVO\",R15,\" \"))))","v":"LBS Ø 7 x 80"},{"$nulls":3},{"$f":"IF('LOCK-T'!$H$114<6,Screws!O29,Screws!R29)","v":"LBS Ø 7 x 80"},{"$nulls":10},"HBS PLATE EVO Ø 6 x 90",6,3.95,12,90,55,11.7,350,11.3,9.5,null,null,"HBSPEVO690",100]
[null,"LBSEVO550","LBS EVO Ø 5 x 50","LBS EVO",5,"x",50,46,5417.2,7900,"LBSEVO550",{"$nulls":3},{"$f":"IF(O27=\"LBS\",O8,IF(O27=\"KKF\",O13,IF(O27=\"HBS PLATE EVO\",O20,IF($O$27=\"LBS EVO\",O24,\" \"))))","v":"LBS Ø 5 x 50"},null,null,{"$f":"IF($O$27=\"LBS\",R8,IF($O$27=\"KKF\",R11,IF($O$27=\"HBS PLATE EVO\",R16,IF($O$27=\"LBS EVO\",R16,\" \"))))","v":"LBS Ø 7 x 100"},{"$nulls":3},{"$f":"IF('LOCK-T'!$H$114<6,Screws!O30,Screws!R30)","v":"LBS Ø 7 x 100"},{"$nulls":10},"LBS EVO Ø 5 x 50",5,3,7.8,50,46,11.7,350,7.9,5.4,null,null,"LBSEVO550",200]
[null,"LBSEVO560","LBS EVO Ø 5 x 60","LBS EVO",5,"x",60,56,{"$f":"I30","v":5417.2},{"$f":"J30","v":7900},"LBSEVO560",{"$nulls":3},{"$f":"IF(O27=\"LBS\",O9,IF(O27=\"KKF\",O14,IF(O27=\"HBS PLATE EVO\",O21,IF($O$27=\"LBS EVO\",O25,\" \"))))","v":"LBS Ø 5 x 60"},null,null,"-",{"$nulls":3},{"$f":"IF('LOCK-T'!$H$114<6,Screws!O31,Screws!R31)","v":"-"},{"$nulls":10},"LBS EVO Ø 5 x 60",5,3,7.8,60,56,11.7,350,7.9,5.4,null,null,"LBSEVO560",200]
[null,"LBSEVO570","LBS EVO Ø 5 x 70","LBS EVO",5,"x",70,66,{"$f":"I31","v":5417.2},{"$f":"J31","v":7900},"LBSEVO570",{"$nulls":3},{"$f":"IF(O27=\"LBS\",O10,IF(O27=\"KKF\",O15,IF(O27=\"HBS PLATE EVO\",O25,IF($O$27=\"LBS EVO\",O25,\" \"))))","v":"LBS Ø 5 x 70"},null,null,"-",{"$nulls":3},{"$f":"IF('LOCK-T'!$H$114<6,Screws!O32,Screws!R32)","v":"-"},{"$nulls":10},"LBS EVO Ø 5 x 70",5,3,7.8,70,66,11.7,350,7.9,5.4,null,null,"LBSEVO570",200]
[null,"LBSEVO780","LBS EVO Ø 7 x 80","LBS EVO",7,"x",80,75,14174,19200,"LBSEVO780",{"$nulls":3},{"$f":"IF(O27=\"LBS\",O25,IF(O27=\"KKF\",O16,IF(O27=\"HBS PLATE EVO\",O25,IF($O$27=\"LBS EVO\",O25,\" \"))))","v":"-"},null,null,"-",{"$nulls":3},{"$f":"IF('LOCK-T'!$H$114<6,Screws!O33,Screws!R33)","v":"-"},{"$nulls":10},"LBS EVO Ø 7 x 80",{"$f":"E33","v":7},{"$f":"IF(AH33=5,3,4.4)","v":4.4},{"$f":"IF(AH33=5,7.8,11)","v":11},{"$f":"G33","v":80},{"$f":"H33","v":75},11.7,350,{"$f":"IF(AH33=5,7.9,15.4)","v":15.4},{"$f":"IF(AH33=5,5.4,14.2)","v":14.2},null,null,"LBSEVO780",100]
[null,"LBSEVO7100","LBS EVO Ø 7 x 100","LBS EVO",7,"x",100,95,{"$f":"I33","v":14174},{"$f":"J33","v":19200},"LBSEVO7100",{"$nulls":3},{"$f":"IF(O27=\"LBS\",O25,IF(O27=\"KKF\",O17,IF(O27=\"HBS PLATE EVO\",O25,IF($O$27=\"LBS EVO\",O25,\" \"))))","v":"-"},null,null,"-",{"$nulls":3},{"$f":"IF('LOCK-T'!$H$114<6,Screws!O34,Screws!R34)","v":"-"},{"$nulls":10},"LBS EVO Ø 7 x 100",7,{"$f":"IF(AH34=5,3,4.4)","v":4.4},11,100,95,11.7,350,15.4,14.2,null,null,"LBSEVO7100",100]
[null,null,"NO"]
[{"$nulls":14},{"$f":"IF(O33=\"LBS\",O14,IF(O33=\"KKF\",O19,IF(O33=\"HBS PLATE EVO\",O26,\" \")))","v":" "}]
[null,null,"NO",{"$nulls":11},{"$f":"IF(O34=\"LBS\",O15,IF(O34=\"KKF\",O20,IF(O34=\"HBS PLATE EVO\",O27,\" \")))","v":" "}]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14},{"$f":"IF(O39=\"LBS\",O20,IF(O39=\"KKF\",O25,IF(O39=\"HBS PLATE EVO\",O32,\" \")))","v":" "}]
[{"$nulls":14},{"$f":"IF(O40=\"LBS\",O21,IF(O40=\"KKF\",O26,IF(O40=\"HBS PLATE EVO\",O33,\" \")))","v":" "}]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14},{"$f":"IF(O44=\"LBS\",O25,IF(O44=\"KKF\",O30,IF(O44=\"HBS PLATE EVO\",O37,\" \")))","v":" "}]
[{"$nulls":14},{"$f":"IF(O45=\"LBS\",O26,IF(O45=\"KKF\",O31,IF(O45=\"HBS PLATE EVO\",O38,\" \")))","v":" "}]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]
[{"$nulls":14}," "]

{"sheet":"Data","index":3,"n_rows":141,"n_cols":133,"rows_kept":141,"merged":[[1,1,2,1],[1,2,2,2],[1,8,2,8],[1,20,2,20],[1,29,2,29],[33,8,33,14],[41,1,43,7],[47,8,47,14],[62,8,62,14],[77,8,77,14],[101,8,101,14],[115,8,115,14]]}
[{"$nulls":8},1,2,3,4,5,6,7,8,9,10,11,12]
[null,{"$f":"Translation!B15","v":"Madeira"},"ρk \n(kg/m3)","fc,0,k","fc,90,k","fr,k","fv,k",null,"Modello","Altezza","Larghezza modulo","Area lock\nALOCK","Numero di connettori per modulo","Numero di connettori inclinati per modulo","Numero di moduli","Parte numerica kH,2","F2,alu,Rk","F1,alu,Rk","kLOCK","B","Modello",null,"Numero di moduli",null,null,{"$f":"RIGHT(AA4,2)","v":"80"},null,"B","H","Modello","Larghezza modulo","Numero di moduli standard","Numero di connettori ","spessore lock",null,"codice evo","richiesta speciale","numero di connettori inclinati","LOCKSTOP5U","LOCKSTOP5","LOCKSTOP35","LOCKSTOP7","LOCKSTOP50","LOCKSTOP75","LOCKSTOP100","LOCKSTOP125",{"$nulls":9},{"$f":"'LOCK-T'!H97","v":"LOCK-T 100 290"},null,"ACCOPPIATI"]
[{"$nulls":3},"N/mmq","N/mmq","N/mmq","N/mmq",null,null,"mm","mm","mmq",null,null,"-","-","kN","kN","-","mm",null,null,1,null,{"$f":"RIGHT(LEFT(AA4,8),2)","v":" 1"},{"$f":"LEFT(AA4,5)","v":"LOCK-"},null,"mm","mm",{"$nulls":4},"mm",{"$nulls":21},{"$f":"IF(BD2=AA4,1,IF(BD2=AA8,1,2))","v":2},null,"MINI","MIDI",{"$nulls":3},"scatole"]
[null,"GL20h",340,{"v":20,"d":"20.0"},2.5,1.2,3.5,"EN 14080:2013","Lock-T 80",80,17.5,492,2,1,1,2.19,10,2.7,0.71,20,"Lock-T 80",null,2,null,null,{"$f":"CONCATENATE(\"LOCKT\",ROUND(K4,0),J4)","v":"LOCKT1880"},{"$f":"CONCATENATE(\"LOCK-T\",\" \",ROUND(AB4,0),\" \",AC4)","v":"LOCK-T 18 80"},17.5,80,{"$f":"VLOOKUP(AC4,$J$4:$U$12,12,FALSE)","v":"Lock-T 80"},{"$f":"VLOOKUP(AD4,$I$4:$K$12,3,FALSE)","v":17.5},{"$f":"AB4/AE4","v":1},{"$f":"VLOOKUP(AD4,$I$4:$M$12,5,FALSE)*AF4","v":2},{"v":7,"d":"7.0"},"LOCKT","EVO",null,0,1,{"$nulls":8},50,{"$nulls":4},{"$f":"CONCATENATE(AM4,\" x \",AM2)","v":"1 x LOCKSTOP5U"},"LOCKSTOP18",1,{"$f":"IF(BD2=AA4,BA4,IF(BD2=AA5,BA5,IF(BD2=AA6,BA5,IF(BD2=AA7,BA6,IF(BD2=AA8,BA6,IF(BD2=AA9,BA9,IF(BD2=AA10,BA10,BA10)))))))","v":"4 x LOCKSTOP7"},null,{"$f":"IF('LOCK-T'!H103+'LOCK-T'!I103=70,Data!BA5,IF('LOCK-T'!H103+'LOCK-T'!I103=87.5,Data!BA6,IF('LOCK-T'!H103+'LOCK-T'!I103=35,Data!BA5,IF('LOCK-T'!H103+'LOCK-T'!I103>88,Data!BA6,\"-\"))))","v":"4 x LOCKSTOP5"},{"$f":"IF('LOCK-T'!H104>=175,Data!BA10,IF('LOCK-T'!H103+'LOCK-T'!I103=100,Data!BA9,\"-\"))","v":"4 x LOCKSTOP7"},null,null,1,50,{"$nulls":69},"GL20h"]
[null,"GL22h",370,{"v":22,"d":"22.0"},2.5,1.2,3.5,"EN 14080:2013","Lock-T 100",100,17.5,614,3,1,{"$f":"O4","v":1},4.39,10,2.9,0.57,20,"Lock-T 100",null,3,null,null,{"$f":"CONCATENATE(\"LOCKT\",ROUND(K5,0),J5)","v":"LOCKT18100"},{"$f":"CONCATENATE(\"LOCK-T\",\" \",ROUND(AB5,0),\" \",AC5)","v":"LOCK-T 35 80"},35,80,{"$f":"VLOOKUP(AC5,$J$4:$U$12,12,FALSE)","v":"Lock-T 80"},{"$f":"VLOOKUP(AD5,$I$4:$K$12,3,FALSE)","v":17.5},{"$f":"AB5/AE5","v":2},{"$f":"VLOOKUP(AD5,$I$4:$M$12,5,FALSE)*AF5","v":4},{"v":7,"d":"7.0"},"LOCKT","EVO",null,1,null,2,1,{"$nulls":6},50,{"$nulls":4},{"$f":"CONCATENATE(AN5,\" x \",AN2)","v":"2 x LOCKSTOP5"},"LOCKSTOP5",1,{"$f":"IF(BD2=AA5,BA7,IF(BD2=AA6,BA7,IF(BD2=AA7,BA8,IF(BD2=AA9,BA11,IF(BD2=AA10,BA12,IF(BD2=AA11,BA13,IF(BD2=AA12,BA13,IF(BD2=AA13,BA14,IF(BD2=AA14,BA13,IF(BD2=AA15,BA14,IF(BD2=AA16,BA15,IF(BD2=AA17,BA13,IF(BD2=AA18,BA14,IF(BD2=AA19,BA15,IF(BD2=AA20,BA13,IF(BD2=AA21,BA14,IF(BD2=AA22,BA15,\"-\")))))))))))))))))","v":"2 x LOCKSTOP100"},null,null,{"$f":"IF('LOCK-T'!H103+'LOCK-T'!I103=100,BA16,IF('LOCK-T'!H103+'LOCK-T'!I103=125,BA15,\"-\"))","v":"-"},null,null,2,100,{"$nulls":69},"GL22h"]
[null,"GL24h",385,{"v":24,"d":"24.0"},2.5,1.2,3.5,"EN 14080:2013","Lock-T 120",120,17.5,734,4,1,{"$f":"O5","v":1},7.36,10,3.1,0.52,20,"Lock-T 120",null,4,null,null,"LOCKT18120","LOCK-T 35 100",35,100,"Lock-T 100",17.5,2,6,{"v":7,"d":"7.0"},"LOCKT","EVO",null,1,null,2,1,{"$nulls":6},50,{"$nulls":4},{"$f":"CONCATENATE(AN7,\" x \",AN2)","v":"4 x LOCKSTOP5"},"LOCKSTOP5",2,{"$nulls":6},4,100,{"$nulls":69},"GL24h"]
[null,"GL26h",405,{"v":26,"d":"26.0"},2.5,1.2,3.5,"EN 14080:2013","Lock-T 135",135,25,924,3,1,1,{"v":5.3,"d":"5.30"},15,2.7,0.65,22,"Lock-T 135",null,5,null,null,"LOCKT25135","LOCK-T 35 120",35,120,"Lock-T 120",17.5,2,8,{"v":7,"d":"7.0"},"LOCKT","EVO",null,1,null,4,2,{"$nulls":6},25,{"$nulls":4},{"$f":"CONCATENATE(AO5,\" x \",AO2)","v":"1 x LOCKSTOP35"},"LOCKSTOP35",1,{"$nulls":6},1,50,{"$nulls":69},"GL26h"]
[null,"GL28h",425,{"v":28,"d":"28.0"},2.5,1.2,3.5,"EN 14080:2013","Lock-T 175",175,25,1174,4,1,1,{"v":10,"d":"10.0"},20,2.7,0.57,22,"Lock-T 175",null,6,null,null,"LOCKT25175","LOCK-T 53 120",52.5,120,"Lock-T 120",17.5,3,12,6.5,"LOCKT","EVO",null,1,null,4,{"$nulls":7},25,{"$f":"IF('LOCK-T'!H104=80,2,IF('LOCK-T'!H104=100,1,IF('LOCK-T'!H104=120,2,IF('LOCK-T'!H104=135,1,IF('LOCK-T'!H104=175,2,IF('LOCK-T'!H104=215,2,IF('LOCK-T'!H104=240,3,IF('LOCK-T'!H104=265,3,IF('LOCK-T'!H104=290,3,)))))))))","v":3},{"$nulls":3},{"$f":"CONCATENATE(AO7,\" x \",AO2)","v":"2 x LOCKSTOP35"},"LOCKSTOP35",2,{"$nulls":6},2,50,{"$nulls":69},"GL28h"]
[null,"GL30h",430,{"v":30,"d":"30.0"},2.5,1.2,3.5,"EN 14080:2013","Lock-T 215",215,25,1414,6,1,{"$f":"O5","v":1},17.2,20,2.3,0.58,22,"Lock-T 215",null,7,null,null,"LOCKT25215","LOCK-T 50 135",50,135,"Lock-T 135",25,2,6,{"v":7,"d":"7.0"},"LOCKT","EVO",null,1,{"$nulls":3},2,1,{"$nulls":4},25,{"$f":"IF('LOCK-T'!H104=80,Data!AA4,IF('LOCK-T'!H104=100,Data!AA6,IF('LOCK-T'!H104=120,Data!AA7,IF('LOCK-T'!H104=135,Data!AA9,IF('LOCK-T'!H104=175,AA10,IF('LOCK-T'!H104=215,Data!AA12,IF('LOCK-T'!H104=240,Data!AA14,IF('LOCK-T'!H104=265,Data!AA17,IF('LOCK-T'!H104=290,Data!AA20,)))))))))","v":"LOCK-T 75 290"},{"$nulls":3},{"$f":"CONCATENATE(AP9,\" x \",AP2)","v":"2 x LOCKSTOP7"},"LOCKSTOP7",1,{"$nulls":6},2,50,{"$nulls":69},"GL30h"]
[null,"GL32h",440,{"v":32,"d":"32.0"},2.5,1.2,3.5,"EN 14080:2013","Lock-T 240",240,25,1645,7,1,{"$f":"O6","v":1},22.7,24,2.8,0.57,22,"Lock-T 240",{"$nulls":4},"LOCKT25240","LOCK-T 50 175",50,175,"Lock-T 175",25,2,8,{"v":7,"d":"7.0"},"LOCKT","EVO",null,1,{"$nulls":3},4,2,{"$nulls":4},18,{"$f":"IF('LOCK-T'!H104=80,Data!AA5,IF('LOCK-T'!H104=120,Data!AA8,IF('LOCK-T'!H104=175,AA11,IF('LOCK-T'!H104=215,Data!AA13,IF('LOCK-T'!H104=240,Data!AA15,IF('LOCK-T'!H104=265,Data!AA18,IF('LOCK-T'!H104=290,Data!AA21,)))))))","v":"LOCK-T 100 290"},{"$nulls":3},{"$f":"CONCATENATE(AP10,\" x \",AP2)","v":"4 x LOCKSTOP7"},"LOCKSTOP7",2,{"$nulls":6},4,50,{"$nulls":69},"GL32h"]
[{"$nulls":8},"Lock-T 265",265,25,1795,8,1,{"$f":"O7","v":1},{"v":29,"d":"29.0"},24,2.8,0.56,22,"Lock-T 265",{"$nulls":4},"LOCKT25265","LOCK-T 75 175",75,175,"Lock-T 175",25,3,12,{"v":7,"d":"7.0"},"LOCKT","EVO",null,2,{"$nulls":3},4,null,2,{"$nulls":3},12,{"$f":"IF('LOCK-T'!H104=240,Data!AA16,IF('LOCK-T'!H104=265,Data!AA19,IF('LOCK-T'!H104=290,Data!AA22,)))","v":"LOCK-T 125 290"},{"$nulls":3},{"$f":"CONCATENATE(AQ9,\" x \",AQ2)","v":"1 x LOCKSTOP50"},"LOCKSTOP50",1,{"$nulls":6},1,40]
[null,"GL20c",355,18.5,2.5,1.2,3.5,"EN 14080:2013","Lock-T 290",290,25,1945,9,1,{"$f":"O8","v":1},{"v":36,"d":"36.0"},24,2.8,0.55,22,"Lock-T 290",{"$nulls":4},"LOCKT25290","LOCK-T 75 215",75,215,"Lock-T 215",25,3,18,{"v":8,"d":"8.0"},"LOCKT","EVO",null,2,{"$nulls":3},4,null,2,{"$nulls":3},12,{"$nulls":4},{"$f":"CONCATENATE(AQ10,\" x \",AQ2)","v":"2 x LOCKSTOP50"},"LOCKSTOP50",2,{"$nulls":6},2,40,{"$nulls":69},"GL20c"]
[null,"GL22c",355,{"v":20,"d":"20.0"},2.5,1.2,3.5,"EN 14080:2013",{"$nulls":17},"LOCKT0","LOCK-T 100 215",100,215,"Lock-T 215",25,4,24,{"v":8,"d":"8.0"},"LOCKT","EV",null,3,{"$nulls":3},4,null,null,2,null,null,8,{"$nulls":4},{"$f":"CONCATENATE(AR11,\" x \",AR2)","v":"2 x LOCKSTOP75"},"LOCKSTOP75",2,{"$nulls":6},2,20,{"$nulls":69},"GL22c"]
[null,"GL24c",365,21.5,2.5,1.2,3.5,"EN 14080:2013","Lock-T 100 FLOOR",100,210,614,8,{"$f":"_xlfn.FLOOR.MATH((K14-20)/25)","v":7},1,12.5,130,34.5,0.14,20,"Lock-T 100 FLOOR",{"$nulls":4},"LOCKT210100","LOCK-T 75 240",75,240,"Lock-T 240",25,3,21,{"v":8,"d":"8.0"},"LOCKT","EV","(*)",2,{"$nulls":3},4,null,2,null,null,"(**)",20,{"$nulls":4},{"$f":"CONCATENATE(AS13,\" x \",AS2)","v":"2 x LOCKSTOP100"},"LOCKSTOP100",2,{"$nulls":6},2,20,{"$nulls":69},"GL24c"]
[null,"GL26c",385,23.5,2.5,1.2,3.5,"EN 14080:2013","Lock-T 135 FLOOR",135,300,924,8,{"$f":"_xlfn.FLOOR.MATH((K15-20)/25)","v":11},1,15.3,240,32.3,0.16,22,"Lock-T 135 FLOOR",{"$nulls":4},"LOCKT300135","LOCK-T 100 240",100,240,"Lock-T 240",25,4,28,{"v":8,"d":"8.0"},"LOCKT","EV","(*)",3,{"$nulls":3},4,null,null,2,null,"(**)",10,{"$nulls":4},{"$f":"CONCATENATE(AT16,\" x \",AT2)","v":"2 x LOCKSTOP125"},"LOCKSTOP125",2,{"$nulls":6},2,20,{"$nulls":69},"GL26c"]
[null,"GL28c",390,{"v":24,"d":"24.0"},2.5,1.2,3.5,"EN 14080:2013",{"$nulls":17},"LOCKT0","LOCK-T 125 240",125,240,"Lock-T 240",25,5,35,{"v":8,"d":"8.0"},"LOCKT","EV","(*)",4,{"$nulls":3},4,{"$nulls":3},2,"(**)",10,{"$nulls":4},{"$f":"CONCATENATE(1,\" x \",AS2)","v":"1 x LOCKSTOP100"},"LOCKSTOP100",2,{"$nulls":6},1,20,{"$nulls":69},"GL28c"]
[null,"GL30c",390,24.5,2.5,1.2,3.5,"EN 14080:2013",{"$nulls":17},"LOCKT0","LOCK-T 75 265",75,265,"Lock-T 265",25,3,24,{"v":8,"d":"8.0"},"LOCKT","EV","(*)",2,{"$nulls":3},4,null,2,null,null,"(**)",20,{"$nulls":84},"GL30c"]
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[null,{"$f":"Translation!B16","v":"Para os parafusos de fixação no elemento principal e/ou secundário, com densidade característica ρk≤420 kg/m3, não é necessário pré-furo. Para a viga principal e/ou secundária com densidade característica ρk>420 kg/m3 o pré-furo é obrigatório. Para os parafusos no pilar, o pré-furo é sempre obrigatório."},{"$nulls":6},"Lock-T 240",3.5,7.1,11.1,15.4,20.1,25.3,{"$nulls":11},"LOCK-T 75 240",2,1]
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[]
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[]
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[]
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[{"$nulls":10},"fy,k\n(N/mmq)","FLOCKSTOP,Rk\n(N)"]
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{"sheet":"Foglio2","index":4,"n_rows":49,"n_cols":6,"rows_kept":49,"hidden":true}
[{"$f":"'LOCK-T'!AE60","v":"Entalhe coluna"}]
[{"$f":"'LOCK-T'!AE61","v":"Entalhe viga secundária"}]
["LOCK STOP"]
[{"$f":"'LOCK-T'!AE62","v":"Parafusos inclinados"}]
[{"$f":"'LOCK-T'!AB60","v":"Entalhe viga principal"}]
[{"$f":"'LOCK-T'!AB61","v":"Entalhe viga secundária"}]
["LOCK STOP"]
[{"$f":"'LOCK-T'!AB62","v":"Parafusos inclinados"}]
[{"$nulls":3},{"$f":"INDEX(IF('LOCK-T'!$H$72=\"Pilastro\",IF('LOCK-T'!$H$99=1,Foglio2!$B$1:$B$4,Foglio2!$B$49:$B$52),IF('LOCK-T'!$H$99=1,Foglio2!$B$5:$B$9,Foglio2!$B$53:$B$57)),MATCH('LOCK-T'!$H$65,Foglio2!$A$1:$A$8,0))","v":0}]
[{"$f":"'LOCK-T'!AA53","v":"Viga"}]
[{"$f":"'LOCK-T'!AA54","v":"Pilar"}]
[{"$f":"'LOCK-T'!AC165","v":"Sim"}]
[{"$f":"'LOCK-T'!AB165","v":"Não"}]
[]
[]
["classe di servizio"]
[1,{"$f":"Translation!B125","v":"Caracterizado por uma humidade do material em equilíbrio com o ambiente a uma temperatura de 20 ºC e uma humidade relativa do ar circundante que não excede 65%, se não por algumas semanas por ano."}]
[2,{"$f":"Translation!B126","v":"Caracteriza-se por uma humidade do material em equilíbrio com o ambiente a uma temperatura de 20 ºC e uma humidade relativa do ar circundante superior a 85% durante apenas algumas semanas por ano."}]
[3,{"$f":"Translation!B127","v":"Tem uma umidade mais alta do que a classe de serviço 2."}]
[]
["classe di durata del carico"]
[{"$f":"Translation!B128","v":"Permanente"},{"$f":"Translation!B133","v":"Peso próprio e cargas não removíveis durante o funcionamento normal da estrutura."}]
[{"$f":"Translation!B129","v":"Longa duração"},{"$f":"Translation!B134","v":"Cargas permanentes que podem mudar durante o funcionamento normal da estrutura e cargas variáveis relacionadas com armazéns e depósitos."}]
[{"$f":"Translation!B130","v":"Média duração"},{"$f":"Translation!B135","v":"Cargas variáveis de edifícios, exceto as relativas a armazéns e depósitos."}]
[{"$f":"Translation!B131","v":"Breve duração"},{"$f":"Translation!B136","v":"Ação média do vento."}]
[{"$f":"Translation!B132","v":"Instantâneo"},{"$f":"Translation!B137","v":"Ação de vento de pico e ação incrível."}]
[]
[]
[1]
[2]
[]
[]
[]
[{"$nulls":5},"A"]
[{"$nulls":5},"B"]
[{"$nulls":5},"C"]
[{"$nulls":5},"D"]
[{"$nulls":5},"AC"]
[{"$nulls":5},"ACD"]
[{"$nulls":5},"AD"]
[{"$nulls":5},"BC"]
[{"$nulls":5},"BCD"]
[{"$nulls":5},"BD"]
[{"$nulls":5},"CD"]
[{"$nulls":5},"NON"]
[]
[]
[]
[2]

{"sheet":"Translation","index":5,"n_rows":210,"n_cols":19,"rows_kept":210,"hidden":true}
[1,{"$f":"'LOCK-T'!M34","v":"PT"},null,"it","en","de","fr","es","pt"]
[2,{"$f":"HLOOKUP($B$1,$D$1:$I$206,A2,FALSE)","v":"Sim"},null,"Si","Yes","Ja","Oui","Sí","Sim",{"$nulls":9},{"$f":"IF(R2=G2,0,1111)","v":1111}]
[3,{"$f":"HLOOKUP($B$1,$D$1:$I$206,A3,FALSE)","v":"Não"},null,"No","No","Nein","Non","No","Não",{"$nulls":9},{"$f":"IF(R3=G3,0,1111)","v":1111}]
[4,"Viga",null,"Trave","Beam","Träger","Poutre","Viga","Viga",{"$nulls":9},1111]
[5,"Pilar",null,"Pilastro","Column","Stütze","Poteau","Pilar","Pilar",{"$nulls":9},1111]
[6,"Entalhe coluna",null,"Intaglio colonna","Notch in column","Stützenfräsung","Entaille colonne","Muescado columna","Entalhe coluna",{"$nulls":9},1111]
[7,"Entalhe viga principal",null,"Intaglio trave principale","Notch in main beam","Fräsung Hauptträger","Entaille poutre principale","Muescado viga principal","Entalhe viga principal",{"$nulls":9},1111]
[8,"Entalhe viga secundária",null,"Intaglio trave secondaria","Notch in secondary beam","Fräsung Nebenträger","Entaille poutre secondaire","Muescado viga secundaria","Entalhe viga secundária",{"$nulls":9},1111]
[9,"Parafusos inclinados",null,"Viti inclinate","Inclined screws","Geneigte Schrauben","Vis inclinées","Tornillos inclinados","Parafusos inclinados",null,null,"IT",{"$nulls":6},1111]
[10,"Geometria e características parafusos",null,"Geometria e caratteristiche viti","Screws geometry and characteristics","Schraubengeometrie und Eigenschaften","Géométrie et caractéristiques vis","Geometría y características de los tornillos","Geometria e características parafusos",null,null,"EN",{"$nulls":6},1111]
[11,"Tipo de parafuso",null,"Tipo di vite","Screw type","Schraubentyp","Type de vis","Tipo de tornillo","Tipo de parafuso",null,null,"DE",{"$nulls":6},1111]
[12,"Diâmetro",null,"Diametro","Diameter","Durchmesser","Diamètre","Diámetro","Diâmetro",null,null,"FR",{"$nulls":6},1111]
[13,"Comprimento",null,"Lunghezza","Length","Länge","Longueur","Longitud","Comprimento",null,null,"ES",{"$nulls":6},1111]
[14,"Rosca",null,"Filetto","Thread","Gewinde","Filet","Rosca","Rosca",null,null,"PT",{"$nulls":6},1111]
[15,"Madeira",null,"Legno","Timber","Holz","Bois","Madera","Madeira",{"$nulls":9},1111]
[16,"Para os parafusos de fixação no elemento principal e/ou secundário, com densidade característica ρk≤420 kg/m3, não é necessário pré-furo. Para a viga principal e/ou secundária com densidade característica ρk>420 kg/m3 o pré-furo é obrigatório. Para os parafusos no pilar, o pré-furo é sempre obrigatório.",null,"Per le viti di fissaggio su elemento primario e/o secondario, con densità caratteristica  ρk≤420 kg/m3, non è previsto il preforo. Per trave principale e/o secondaria con densità caratteristica ρk>420 kg/m3 è obbligatorio il preforo. Per le viti su pilastro è sempre obbligatorio il preforo.","The pre-drill is not required for fastening screws on main and/or secondary element, with characteristic density ρk≤420 kg/ m3. The pre-drill is mandatory on primary or secondary beam with characteristic density ρk>420 kg/m3. For screws on column, pre-drilling is always mandatory.","Für Schrauben am Haupt- oder Nebenträger mit der charakteristischen Dichte ρk≤420 kg/ m3 ist keine Vorbohrung erforderlich. Für Haupt- oder Nebenträger mit der charakteristischen Dichte ρk>420 kg/m3 ist eine Vorbohrung erforderlich. Bei Schrauben an der Stütze ist das Vorbohren immer obligatorisch.","Pour les vis de fixation sur élément principal et/ou secondaire, avec une densité caractéristique ρk≤420 kg/m3, le pré-perçage n’est pas nécessaire. Pour une poutre principale et/ou secondaire, avec une densité caractéristique ρk>420 kg/m3, le pré-perçage est obligatoire. Pour les vis sur poteau, le pré-perçage est toujours obligatoire.","Para tornillos de fijación sobre el elemento principal y/o secundario, con densidad característica ρk≤420 kg/m3, el pre-agujero no es obligatorio. Para viga principal y/o secundaria con densidad característica ρk>420 kg/m3, el pre-agujero es obligatorio. Para tornillos en pilares, el pre-agujero siempre es obligatorio.","Para os parafusos de fixação no elemento principal e/ou secundário, com densidade característica ρk≤420 kg/m3, não é necessário pré-furo. Para a viga principal e/ou secundária com densidade característica ρk>420 kg/m3 o pré-furo é obrigatório. Para os parafusos no pilar, o pré-furo é sempre obrigatório.",{"$nulls":9},1111]
[17,"PERCENTAGEM DE UTILIZAÇÃO DA LIGAÇÃO",null,"PERCENTUALE DI UTILIZZO DELLA CONNESSIONE","USE PERCENTAGE OF CONNECTION","PROZENTSATZ DER VERBINDUNGSAUSLASTUNG","POURCENTAGE D'UTILISATION DE LA CONNEXION","PORCENTAJE DE USO DE LA CONEXIÓN","PERCENTAGEM DE UTILIZAÇÃO DA LIGAÇÃO",{"$nulls":9},1111]
[18,"6.1 Corte vertical (Fv)",null,"6.1 Taglio verticale (Fv)","6.1 Vertical shear (Fv)","6.1 vertikaler Scherwert (Fv)","6.1 Cisaillement verticale (Fv)","6.1 Corte vertical (Fv)","6.1 Corte vertical (Fv)",{"$nulls":9},1111]
[19,"6.2 Corte vertical ascendente (Fup)",null,"6.2 Taglio sollevamento (Fup)","6.2 Lifting shear (Fup)","6.2 Abhebende Kräfte (Fup)","6.2 Cisaillement de soulèvement (Fup)","6.2 Corte elevación (Fup)","6.2 Corte vertical ascendente (Fup)",{"$nulls":9},1111]
[20,"7. Carga combinada",null,"7. Sollecitazione combinata","7. Combined load","7. Kombinierte Beanspruchung","7. Sollicitation combinée","7. Solicitación combinada","7. Carga combinada",{"$nulls":9},1111]
[21,"6.3 Axial (Fax)",null,"6.3 Assiale (Fax)","6.3 Axial (Fax)","6.3 Axial (Fax)","6.3 Axiale (Fax)","6.3 Axial (Fax)","6.3 Axial (Fax)",{"$nulls":9},1111]
[22,"6.4 Corte lateral (Flat)",null,"6.4 Taglio laterale (Flat)","6.4 Lateral shear load (Flat)","6.4 Seitliche Beanspruchung (Flat)","6.4 Cisaillement latéral (Flat)","6.4 Corte lateral (Flat)","6.4 Corte lateral (Flat)",{"$nulls":9},1111]
[23,"CÁLCULO LIGADOR OCULTO DE ENGATE MADEIRA-MADEIRA LOCK-T",null,"CALCOLO CONNETTORE A SCOMPARSA AD AGGANCIO LEGNO-LEGNO LOCK-T","CALCULATION OF LOCK T CONCEALED TIMBER-TO-TIMBER CONNECTOR","LOCK-T VERDECKTER HOLZ-HOLZ VERBINDER BERECHNUNG","CALCUL CONNECTEUR À ACCROCHE CACHÉ BOIS - BOIS LOCK-T","CÁLCULO CONECTOR OCULTO DE CONEXIÓN MADERA-MADERA LOCK-T","CÁLCULO LIGADOR OCULTO DE ENGATE MADEIRA-MADEIRA LOCK-T",{"$nulls":9},1111]
[24,"1. Informações gerais ",null,"1. Informazioni generali ","1. General information ","1. Allgemeine Informationen ","1. Informations générales ","1. Información general ","1. Informações gerais ",{"$nulls":9},1111]
[25,"Data",null,"Data","Date","Datum","Date","Fecha","Data",{"$nulls":9},1111]
[26,"Técnico comercial RothoBlaas",null,"Tecnico commerciale RothoBlaas","RothoBlaas technical salesman","RothoBlaas Vertriebsmitarbeiter","Technico commerciale RothoBlaas","Técnico comercial RothoBlaas","Técnico comercial RothoBlaas",{"$nulls":9},1111]
[27,"Projeto",null,"Progetto","Project","Projekt","Projet","Proyecto","Projeto",{"$nulls":9},1111]
[28,"Projetista",null,"Progettista","Designer","Planer","Concepteur","Proyectista","Projetista",{"$nulls":9},1111]
[29,"Norma de cálculo",null,"Norma di calcolo","Calculation standard","Berechnungsnorm","Norme de calcul","Norma de cálculo","Norma de cálculo",{"$nulls":9},1111]
[30,"Ligação n°",null,"Giunzione n°","Connection nr.","Verbindung Nr.","Assemblage n°","Unión n°","Ligação n°",{"$nulls":9},1111]
[31,"NOTAS",null,"Note","Notes","Anmerkungen","Notes","Notas","NOTAS",{"$nulls":9},1111]
[32,"3. Tensão de projeto ",null,"3. Sollecitazioni di progetto ","3. Design shear strength ","3. Bemessungsspannung ","3. Sollicitations du projet ","3. Solicitaciones de proyecto ","3. Tensão de projeto ",{"$nulls":9},1111]
[33,"Ação de corte vertical",null,"Azione di taglio verticale","Vertical shear action","vertikale Scherkraft","Action de cisaillement verticale","Acción de corte vertical","Ação de corte vertical",{"$nulls":9},1111]
[34,"Ação de corte per elevação",null,"Azione di taglio per sollevamento","Shear action for lifting","Abhebende Scherkraft","Action de cisaillement pour le soulèvement","Acción de corte por elevación","Ação de corte per elevação",{"$nulls":9},1111]
[35,"Ação axial",null,"Azione assiale","Axial action","Axiale Beanspruchung","Action axiale","Acción axial","Ação axial",{"$nulls":9},1111]
[36,"Ação lateral",null,"Azione laterale","Lateral action","Seitliche Beanspruchung","Action latérale","Acción lateral","Ação lateral",{"$nulls":9},1111]
[37,"4. Elementos de madeira",null,"4. Elementi in legno","4. Timber element","4. Holzelemente","4. Éléments en bois","4. Elementos de madera","4. Elementos de madeira",{"$nulls":9},1111]
[38,"4.1 Elemento principal",null,"4.1 Elemento Primario","4.1 Main element","4.1 Hauptelement","4.1 Élément principal","4.1 Elemento principal","4.1 Elemento principal",{"$nulls":9},1111]
[39,"Base da viga",null,"Base della trave","Beam base","Breite des Balkens","Base de la poutre","Base de la viga","Base da viga",{"$nulls":9},1111]
[40,"Base do pilar",null,"Base del pilastro","Column base","Breite der Stütze","Base du poteau","Base del pilar","Base do pilar",{"$nulls":9},1111]
[41,"Altura da viga",null,"Altezza della trave","Beam height","Höhe des Balkens","Hauteur de la poutre","Altura de la viga","Altura da viga",{"$nulls":9},1111]
[42,"Profundidade do pilar",null,"Profondità del pilastro","Column Depth","Tiefe der Stütze","Profondeur du poteau","Profundidad del pilar","Profundidade do pilar",{"$nulls":9},1111]
[43,"Tipo de madeira",null,"Tipologia di legno","Type of timber","Holzart","Type de bois","Tipo de madera","Tipo de madeira",{"$nulls":9},1111]
[44,"Orientação elemento principal",null,"Orientamento elemento primario","Main element orientation","Ausrichtung des Hauptelements","Orientation élément principal","Orientación del elemento principal","Orientação elemento principal",{"$nulls":9},1111]
[45,"Viga ou pilar:",null,"Trave o pilastro:","Beam or column:","Balken oder Stütze:","Poutre ou poteau :","Viga o pilar:","Viga ou pilar:",{"$nulls":9},1111]
[46,"Classe de resistência para madeira ",null,"Classe di resistenza per legno ","Timber strength class","Festigkeitsklasse für Holz ","Classe de résistance pour le bois ","Clase de resistencia para madera ","Classe de resistência para madeira ",{"$nulls":9},1111]
[47,"Massa volúmica característica",null,"Massa volumica caratteristica","Characteristic density","Charakteristische Dichte","Masse volumique caractéristique","Densidad característica","Massa volúmica característica",{"$nulls":9},1111]
[48,"Resistência característica à compressão paralela à fibra",null,"Resistenza caratteristica a compressione parallela alla fibratura","Characteristic compressive strength parallel to the grain","Charakteristische Druckfestigkeit in paralleler Richtung zur Faser","Résistance caractéristique à compression parallèle au fil","Resistencia característica a compresión paralela a la fibra","Resistência característica à compressão paralela à fibra",{"$nulls":9},1111]
[49,"Resistência característica à compressão perpendicular à fibra",null,"Resistenza caratteristica a compressione perpendicolare alla fibratura","Characteristic compressive strength perpendicular to the grain","Charakteristische Druckfestigkeit senkrecht zur Faser","Résistance caractéristique à compression perpendiculaire au fil","Resistencia característica a compresión perpendicular a la fibra","Resistência característica à compressão perpendicular à fibra",{"$nulls":9},1111]
[50,"Resistência característica ao corte para laminação de fibra",null,"Resistenza caratteristica a taglio per rotolamento delle fibre","Characteristic strength for rolling shear","Charakteristische Scherfestigkeit für Rollschub","Résistance caractéristique au cisaillement roulant (perpendiculaire à la fibre)","Resistencia característica al corte por laminado de fibra","Resistência característica ao corte para laminação de fibra",{"$nulls":9},1111]
[51,"Resistência característica ao corte",null,"Resistenza caratteristica a taglio","Characteristic shear resistance","Charakteristische Quertragfähigkeit","Résistance caractéristique au cisaillement","Resistencia característica al corte","Resistência característica ao corte",{"$nulls":9},1111]
[52,"Para os parafusos no pilar, o pré-furo é sempre obrigatório.",null,"Per le viti su pilastro è obbligatorio il preforo.","For screws on column, pre-drilling is mandatory.","Bei Schrauben an der Stütze ist das Vorbohren immer obligatorisch.","Pour les vis sur poteau, le pré-perçage est toujours obligatoire.","Para tornillos en pilares, el pre-agujero siempre es obligatorio.","Para os parafusos no pilar, o pré-furo é sempre obrigatório.",{"$nulls":9},1111]
[53,"Para os parafusos de fixação no elemento madeira com densidade característica ρk>420 kg/m3, não é necessário pré-furo.",null,"Per le viti di fissaggio su elemento legno con densità caratteristica ρk>420 kg/m3 è obbligatorio il preforo.","The pre-drill is required for fastening screws on timber element with with characteristic density ρk> 420 kg/m3.","Zur Befestigung von Schrauben an Holzelementen mit einer charakteristischen Dichte ρk>420 kg/m3 ist ein Vorbohren vorgeschrieben.","Pour les vis de fixation sur élément en bois avec une densité caractéristique ρk>420 kg/m3, le pré-perçage est nécessaire.","Para tornillos de fijación sobre el elemento de madera con densidad característica ρk>420 kg/m3, el pre-agujero es obligatorio.","Para os parafusos de fixação no elemento madeira com densidade característica ρk>420 kg/m3, não é necessário pré-furo.",{"$nulls":9},1111]
[54,"4.2 Elemento secundária",null,"4.2 Elemento secondario","4.2 Secondary element","4.2 Nebenelement","4.2 Élément secondaire","4.2 Elemento secundario","4.2 Elemento secundária",{"$nulls":9},1111]
[55,"Base da viga",null,"Base della trave","Beam base","Breite des Balkens","Base de la poutre","Base de la viga","Base da viga",{"$nulls":9},1111]
[56,"Altura da viga",null,"Altezza della trave","Beam height","Höhe des Balkens","Hauteur de la poutre","Altura de la viga","Altura da viga",{"$nulls":9},1111]
[57,"Tipo de madeira",null,"Tipologia di legno","Type of wood","Holzart","Type de bois","Tipo de madera","Tipo de madeira",{"$nulls":9},1111]
[58,"Ângulo no plano vertical",null,"Angolo nel piano verticale","Angle in vertical plane","Winkel in der vertikalen Ebene","Angle dans le plan vertical","Ángulo en el plano vertical","Ângulo no plano vertical",{"$nulls":9},1111]
[59,"Para ângulos elevados, verifique se os parafusos não se sobressaem geometricamente das secções.",null,"Per angoli elevati verificare che geometricamente le viti non fuoriescano dalle sezioni.","For high angles check that screws do not protrude from the sections geometrically.","Bei hohen Winkeln sicherstellen, dass die Schrauben nicht geometrisch aus den Profilen herausragen.","Pour les angles élevés, vérifier que les vis ne dépassent pas des sections géométriquement.","Para ángulos altos, compruebe que los tornillos no sobresalen geométricamente de las secciones.","Para ângulos elevados, verifique se os parafusos não se sobressaem geometricamente das secções.",{"$nulls":9},1111]
[60,"Classe de resistência para madeira ",null,"Classe di resistenza per legno ","Timber class","Festigkeitsklasse für Holz ","Classe de résistance pour le bois ","Clase de resistencia de la madera ","Classe de resistência para madeira ",{"$nulls":9},1111]
[61,"Massa volúmica característica",null,"Massa volumica caratteristica","Characteristic density","Charakteristische Dichte","Masse volumique caractéristique","Densidad característica","Massa volúmica característica",{"$nulls":9},1111]
[62,"Resistência característica à compressão paralela à fibra",null,"Resistenza caratteristica a compressione parallela alla fibratura","Characteristic compressive strength parallel to the grain","Charakteristische Druckfestigkeit in paralleler Richtung zur Faser","Résistance caractéristique à compression parallèle au fil","Resistencia característica a compresión paralela a la fibra","Resistência característica à compressão paralela à fibra",{"$nulls":9},1111]
[63,"Resistência característica à compressão perpendicular à fibra",null,"Resistenza caratteristica a compressione perpendicolare alla fibratura","Characteristic compressive strength perpendicular to fibration","Charakteristische Druckfestigkeit senkrecht zur Faser","Résistance caractéristique à compression perpendiculaire au fil","Resistencia característica a compresión perpendicular a la fibra","Resistência característica à compressão perpendicular à fibra",{"$nulls":9},1111]
[64,"Resistência ao corte caraterístico para laminação de fibra",null,"Resistenza caratteristica a taglio per rotolamento delle fibre","Characteristic strength for rolling shear","Charakteristische Scherfestigkeit für Rollschub","Résistance caractéristique au cisaillement roulant (perpendiculaire à la fibre)","Resistencia característica al corte por laminado de fibra","Resistência ao corte caraterístico para laminação de fibra",{"$nulls":9},1111]
[65,"Resistência característica ao corte",null,"Resistenza caratteristica a taglio","Characteristic shear resistance","Charakteristische Quertragfähigkeit","Résistance caractéristique au cisaillement","Resistencia característica al corte","Resistência característica ao corte",{"$nulls":9},1111]
[66,"Para os parafusos de fixação no elemento madeira com densidade característica ρk>420 kg/m3, não é necessário pré-furo.",null,"Per le viti di fissaggio su elemento legno con densità caratteristica ρk>420 kg/m3 è obbligatorio il preforo.","The pre-drill is required for fastening screws on timber element with with characteristic density ρk> 420 kg/m3.","Zur Befestigung von Schrauben an Holzelementen mit einer charakteristischen Dichte ρk>420 kg/m3 ist ein Vorbohren vorgeschrieben.","Pour les vis de fixation sur élément en bois avec une densité caractéristique ρk>420 kg/m3, le pré-perçage est nécessaire.","Para tornillos de fijación sobre el elemento de madera con densidad característica ρk>420 kg/m3, el pre-agujero es obligatorio.","Para os parafusos de fixação no elemento madeira com densidade característica ρk>420 kg/m3, não é necessário pré-furo.",{"$nulls":9},1111]
[67,{"$f":"HLOOKUP($B$1,$D$1:$I$206,A67,FALSE)","v":"5. Escolha do conector e dos parafusos"},null,"5. Scelta del connettore e delle viti","5. Choice of connector and screws","5. Auswahl des Verbinders und der Schrauben","5. Choix du connecteur et des vis","5. Elección del conector y de los tornillos","5. Escolha do conector e dos parafusos",{"$nulls":9},{"$f":"IF(R67=G67,0,1111)","v":1111}]
[68,"Escolha do conector",null,"Scelta del connettore","Connector selection","Auswahl des Verbinders","Choix du connecteur","Elección del conector","Escolha do conector",{"$nulls":9},1111]
[69,"Versão com revestimento C4 EVO",null,"Versione con rivestimento C4 EVO","Version with C4 EVO coating","Ausführung mit Beschichtung C4 EVO","Version avec revêtement C4 EVO","Versión con revestimiento C4 EVO","Versão com revestimento C4 EVO",{"$nulls":9},1111]
[70,"Acoplamento com conectores: número de conectores",null,"Accoppiamento connettori: numero di connettori","Connectors coupling: number of connectors","Kopplung von Verbindern: Anzahl der Verbinder","Accouplement des connecteurs : nombre de connecteurs","Acoplamiento conectores: número de conectores","Acoplamento com conectores: número de conectores",{"$nulls":9},1111]
[71,"Os conetores acoplados devem ser iguais em altura!",null,"I connettori accoppiati devono avere pari altezza!","Coupling connectors must be equal in height!","gekoppelte Verbinder müssen gleich hoch sein!","Les connecteurs accouplés doivent avoir la même hauteur !","Los conectores en pares tiene que tener la misma altura!","Os conetores acoplados devem ser iguais em altura!",{"$nulls":9},1111]
[72,"Código do conector utilizado",null,"Codice del connettore utilizzato","Connector code","Code des verwendeten Verbinders","Code du connecteur utilisé","Código del conector utilizado","Código do conector utilizado",{"$nulls":9},1111]
[73,"Número de módulos básicos ETA-19/0831",null,"Numero di moduli base ETA-19/0831","Number of ETA-19/0831 basic modules","Anzahl der Grundmodule gemäß ETA-19/0831","Nombre de modules de base selon ETA-19/0831","Número de módulos básicos ETA-19/0831","Número de módulos básicos ETA-19/0831",{"$nulls":9},1111]
[74,"Base",null,"Base","Base","Breite","Base","Base","Base",{"$nulls":9},1111]
[75,"Altura",null,"Altezza","Height","Höhe","Hauteur","Altura","Altura",{"$nulls":9},1111]
[76,"Espessura",null,"Spessore","Thickness","Stärke","Épaisseur","Espesor","Espessura",{"$nulls":9},1111]
[77,"Furos",null,"Fori","Holes","Löcher","Trous","Agujeros","Furos",{"$nulls":9},1111]
[78,"Bloqueie a área de contacto do conetor em T com a cabeça do motor ou a coluna",null,"Area di contatto tra connettore LOCK T e testata o colonna","Contact area between LOCK T connector and head or column","Verriegeln Sie den Kontaktbereich des LOCK T mit dem Zylinderkopf oder der Säule","Zone de contact entre le connecteur LOCK T et la tête ou la colonne","Área de contacto entre el conector LOCK T y cabeza o pilar","Bloqueie a área de contacto do conetor em T com a cabeça do motor ou a coluna",{"$nulls":9},1111]
[79,"Comprimento do conector LOCK T",null,"Lunghezza del connettore LOCK T","LOCK T connector length","LOCK T-Verbinder Länge","Longueur du connecteur LOCK T","Longitud del conector LOCK T","Comprimento do conector LOCK T",{"$nulls":9},1111]
[80,"Fator de forma",null,"Fattore di forma","Form factor","Formfaktor","Facteur de forme","Factor de forma","Fator de forma",{"$nulls":9},1111]
[81,"(*) Código disponível mediante pedido especial",null,"(*) Codice disponibile su richiesta speciale","(*) Code available on special request","(*) Code auf Anfrage erhältlich","(*) Code disponible sur demande spéciale","(*) Código disponible bajo pedido específico","(*) Código disponível mediante pedido especial",{"$nulls":9},1111]
[82,"(**) Código disponível mediante pedido especial",null,"(**) Codice disponibile su richiesta speciale","(**) Code available on special request","(**) Code auf Anfrage erhältlich","(**) Code disponible sur demande spéciale","(**) Código disponible bajo pedido específico","(**) Código disponível mediante pedido especial",{"$nulls":9},1111]
[83,"Acoplamento com conectores:",null,"Accoppiamento connettori:","Connectors coupling:","Kopplung von Verbindern:","Accouplement des connecteurs :","Acoplamiento conectores:","Acoplamento com conectores:",{"$nulls":9},1111]
[84,"Parafusos de fixação elemento principal",null,"Viti fissaggio elemento primario","Fastening screws main element","Befestigungsschrauben des Hauptelements","Vis de fixation élément principal","Tornillos fijación elemento principal","Parafusos de fixação elemento principal",{"$nulls":9},1111]
[85,"Código parafusos elemento principal",null,"Codice viti elemento primario","Screws code main element","Hauptelement Schraubencode","Code vis élément principal","Código tornillo elemento principal","Código parafusos elemento principal",{"$nulls":9},1111]
[86,"Diâmetro nominal",null,"Diametro nominale","Nominal diameter","Nenndurchmesser","Diamètre nominal","Diámetro nominal","Diâmetro nominal",{"$nulls":9},1111]
[87,"Diâmetro do núcleo",null,"Diametro nocciolo","Thread diameter","Kerndurchmesser","Diamètre noyau","Diámetro rosca","Diâmetro do núcleo",{"$nulls":9},1111]
[88,"Diâmetro da cabeça",null,"Diametro testa","Head diameter","Kopfdurchmesser","Diamètre tête","Diámetro cabeza","Diâmetro da cabeça",{"$nulls":9},1111]
[89,"Comprimento",null,"Lunghezza","Length","Länge","Longueur","Longitud","Comprimento",{"$nulls":9},1111]
[90,"Comprimento da rosca",null,"Lunghezza filetto","Thread length","Gewindelänge","Longueur filet","Longitud rosca","Comprimento da rosca",{"$nulls":9},1111]
[91,"Parâmetro característico à extração",null,"Parametro caratteristico estrazione","Characteristic withdrawal parameter","Charakteristischer Wert der Ausziehfestigkeit","Résistance caractéristique à l’arrachement","Parámetro característico extracción","Parâmetro característico à extração",{"$nulls":9},1111]
[92,"Densidade associada",null,"Densità associata","Associated density","Assoziierte Dichte","Densité associée","Densidad asociada","Densidade associada",{"$nulls":9},1111]
[93,"Resistência característica à tração",null,"Resistenza caratteristica a trazione","Characteristic tensile strength","Charakteristischer Zugwiderstand","Résistance caractéristique à la traction","Resistencia característica de tracción","Resistência característica à tração",{"$nulls":9},1111]
[94,"Momento plástico característico",null,"Momento caratteristico di snervamento","Characteristic yield moment","Charakteristisches Fließmoment","Moment plastique caractéristique","Momento plástico característico","Momento plástico característico",{"$nulls":9},1111]
[95,"Parafusos fixações viga secundária",null,"Viti fissaggio trave secondaria","Fastening screws secondary beam","Befestigungsschrauben des Nebenträgers","Vis fixations poutre secondaire","Tornillos fijación viga secundaria","Parafusos fixações viga secundária",{"$nulls":9},1111]
[96,"Configuração Flat:",null,"Configurazione Flat:","Flat configuration:","Flat Konfiguration:","Configuration Flat :","Configuración Flat:","Configuração Flat:",{"$nulls":9},1111]
[97,"Código parafusos viga secundária",null,"Codice viti trave secondaria","Screws code secondary beam","Nebenträger Schraubencode","Code vis de poutre secondaire","Código tornillo viga secundaria","Código parafusos viga secundária",{"$nulls":9},1111]
[98,"Diâmetro nominal",null,"Diametro nominale","Nominal diameter","Nenndurchmesser","Diamètre nominal","Diámetro nominal","Diâmetro nominal",{"$nulls":9},1111]
[99,"Diâmetro do núcleo",null,"Diametro nocciolo","Thread diameter","Kerndurchmesser","Diamètre noyau","Diámetro núcleo","Diâmetro do núcleo",{"$nulls":9},1111]
[100,"Diâmetro da cabeça",null,"Diametro testa","Head diameter","Kopfdurchmesser","Diamètre tête","Diámetro cabeza","Diâmetro da cabeça",{"$nulls":9},1111]
[101,"Comprimento",null,"Lunghezza","Length","Länge","Longueur","Longitud","Comprimento",{"$nulls":9},1111]
[102,"Comprimento da rosca",null,"Lunghezza filetto","Thread length","Gewindelänge","Longueur filet","Longitud rosca","Comprimento da rosca",{"$nulls":9},1111]
[103,"Parâmetro característico à extração",null,"Parametro caratteristico estrazione","Characteristic withdrawal parameter","Charakteristischer Wert der Ausziehfestigkeit","Résistance caractéristique à l’arrachement","Parámetro característico extracción","Parâmetro característico à extração",{"$nulls":9},1111]
[104,"Densidade associada",null,"Densità associata","Associated density","Assoziierte Dichte","Densité associée","Densidad asociada","Densidade associada",{"$nulls":9},1111]
[105,"Resistência característica à tração",null,"Resistenza caratteristica a trazione","Characteristic tensile strength","Charakteristischer Zugwiderstand","Résistance caractéristique à la traction","Resistencia característica de tracción","Resistência característica à tração",{"$nulls":9},1111]
[106,"Momento plástico característico",null,"Momento caratteristico di snervamento","Characteristic yield moment","Charakteristisches Fließmoment","Moment plastique caractéristique","Momento plástico característico","Momento plástico característico",{"$nulls":9},1111]
[107,"Configuração para resistência lateral",null,"Configurazione per resistenza laterale","Configuration for lateral resistance","Konfiguration für Widerstand bei Querbeanspruchung","Configuration pour résistance latérale","Configuración por resistencia lateral","Configuração para resistência lateral",{"$nulls":9},1111]
[108,"Tipo de conector LOCK STOP",null,"Tipologia di connettore LOCK STOP","Type of LOCK STOP connector","LOCK STOP Verbindertyp","Type de connecteur LOCK STOP","Tipo de conector LOCK STOP","Tipo de conector LOCK STOP",{"$nulls":9},1111]
[109,"Parafusos inclinados para resistência ao levantamento e/ou lateral",null,"Viti inclinate per resistenza a sollevamento e/o laterale","Inclined screws for lifting and/or lateral resistance","geneigte Schrauben für abhebende Kräfte und/oder den seitlichen Widerstand","Vis inclinées pour résistance au soulèvement et/ou latérale","Tornillos inclinados para levantamiento y/o resistencia lateral","Parafusos inclinados para resistência ao levantamento e/ou lateral",{"$nulls":9},1111]
[110,"Número de parafusos inclinados",null,"Numero di viti inclinate","Number of inclined screws","Anzahl der geneigten Schrauben","Nombre de vis inclinées","Número de tornillos inclinados","Número de parafusos inclinados",{"$nulls":9},1111]
[111,"Código parafusos",null,"Codice viti","Screws code","Schraubencode","Code vis","Código tornillos","Código parafusos",{"$nulls":9},1111]
[112,"Diâmetro nominal",null,"Diametro nominale","Nominal diameter","Nenndurchmesser","Diamètre nominal","Diámetro nominal","Diâmetro nominal",{"$nulls":9},1111]
[113,"Diâmetro do núcleo",null,"Diametro nocciolo","Thread diameter","Kerndurchmesser","Diamètre noyau","Diámetro rosca","Diâmetro do núcleo",{"$nulls":9},1111]
[114,"Diâmetro da cabeça",null,"Diametro testa","Head diameter","Kopfdurchmesser","Diamètre tête","Diámetro cabeza","Diâmetro da cabeça",{"$nulls":9},1111]
[115,"Comprimento",null,"Lunghezza","Length","Länge","Longueur","Longitud","Comprimento",{"$nulls":9},1111]
[116,"Comprimento da rosca",null,"Lunghezza filetto","Thread length","Gewindelänge","Longueur filet","Longitud rosca","Comprimento da rosca",{"$nulls":9},1111]
[117,"Parâmetro característico à extração",null,"Parametro caratteristico estrazione","Characteristic withdrawal parameter","Charakteristischer Wert der Ausziehfestigkeit","Résistance caractéristique à l’arrachement","Parámetro característico extracción","Parâmetro característico à extração",{"$nulls":9},1111]
[118,"Densidade associada",null,"Densità associata","Associated density","Assoziierte Dichte","Densité associée","Densidad asociada","Densidade associada",{"$nulls":9},1111]
[119,"Resistência característica à tração",null,"Resistenza caratteristica a trazione","Characteristic tensile strength","Charakteristischer Zugwiderstand","Résistance caractéristique à la traction","Resistencia característica de tracción","Resistência característica à tração",{"$nulls":9},1111]
[120,"Momento plástico característico",null,"Momento caratteristico di snervamento","Characteristic yield moment","Charakteristisches Fließmoment","Moment plastique caractéristique","Momento plástico característico","Momento plástico característico",{"$nulls":9},1111]
[121,"2. Combinações",null,"2. Combinazioni","2. Combinations","2. Kombinationen","2. Combinaisons","2. Combinaciones","2. Combinações",{"$nulls":9},1111]
[122,"Classes de serviço",null,"Classe di servizio","Service class","Nutzungsklassen","Classes de service","Clases de servicio","Classes de serviço",{"$nulls":9},1111]
[123,"Classe de duração da carga ",null,"Classe di durata del carico ","Load duration class ","Klasse der Lasteinwirkungsdauer ","Classe de durée de la charge ","Clase de duración de la carga ","Classe de duração da carga ",{"$nulls":9},1111]
[124,"Coeficiente kmod",null,"Coefficiente kmod","Kmod coefficient","Kmod Koeffizient","Coefficient kmod","Coeficiente kmod","Coeficiente kmod",{"$nulls":9},1111]
[125,"Caracterizado por uma humidade do material em equilíbrio com o ambiente a uma temperatura de 20 ºC e uma humidade relativa do ar circundante que não excede 65%, se não por algumas semanas por ano.",null,"Caratterizzata da un'umidità del materiale in equilibrio con l'ambiente a una temperatura di 20°C e un'umidità relativa dell'aria circostante che non superi il 65%, se non per poche settimane all'anno.","Characterized by a material humidity in balance with the environment at a temperature of 20°C and a relative humidity of the surrounding air that does not exceed 65%, if not for a few weeks per year.","Charakterisiert durch eine Materialfeuchtigkeit, die im Gleichgewicht mit der Umgebung steht bei einer Temperatur von 20 °C und einer relativen Luftfeuchtigkeit der Umgebungsluft, die 65 % maximal für einige Wochen pro Jahr überschreitet","Caractérisé par une humidité du matériau en équilibre avec l'environnement à une température de 20 °C et une humidité relative de l'air environnant qui ne dépasse pas 65 %, si ce n'est pendant quelques semaines par an.","Se caracteriza por una humedad del material en equilibrio con el ambiente a una temperatura de 20°C y una humedad relativa del aire circundante que no supera el 65%, si no durante unas semanas al año.","Caracterizado por uma humidade do material em equilíbrio com o ambiente a uma temperatura de 20 ºC e uma humidade relativa do ar circundante que não excede 65%, se não por algumas semanas por ano.",{"$nulls":9},1111]
[126,"Caracteriza-se por uma humidade do material em equilíbrio com o ambiente a uma temperatura de 20 ºC e uma humidade relativa do ar circundante superior a 85% durante apenas algumas semanas por ano.",null,"Caratterizzata da un'umidità del materiale in equilibrio con l'ambiente a una temperatura di 20°C e un'umidità relativa dell'aria circostante che superi l'85% solo per poche settimane all'anno.","It is characterized by a material humidity in balance with the environment at a temperature of 20°C and a relative humidity of the surrounding air of more than 85% for only a few weeks a year.","Zeichnet sich durch eine Materialfeuchtigkeit aus, die im Gleichgewicht mit der Umgebung steht bei einer Temperatur von 20 °C und einer relativen Luftfeuchtigkeit der Umgebungsluft von mehr als 85 % für nur wenige Wochen im Jahr.","Elle se caractérise par une humidité du matériau en équilibre avec l'environnement à une température de 20 °C et une humidité relative de l'air environnant de plus de 85 % pendant seulement quelques semaines par an.","Se caracteriza por una humedad del material en equilibrio con el ambiente a una temperatura de 20°C y una humedad relativa del aire circundante de más del 85% durante solo unas semanas al año.","Caracteriza-se por uma humidade do material em equilíbrio com o ambiente a uma temperatura de 20 ºC e uma humidade relativa do ar circundante superior a 85% durante apenas algumas semanas por ano.",{"$nulls":9},1111]
[127,"Tem uma umidade mais alta do que a classe de serviço 2.",null,"Caratterizzata da umidità più elevata di quella della classe di servizio 2.","It has higher humidity than service class 2.","Hat eine höhere Luftfeuchtigkeit als Serviceklasse 2.","L'humidité est supérieure à celle de la classe de service 2.","Tiene una humedad más alta que la clase de servicio 2.","Tem uma umidade mais alta do que a classe de serviço 2.",{"$nulls":9},1111]
[128,"Permanente",null,"Permanente","Permanent","Dauerhaft","Permanente","Permanente","Permanente",{"$nulls":9},1111]
[129,"Longa duração",null,"Lunga durata","Long duration","Lange Lasteinwirkungsdauer","Longue durée","Larga duración","Longa duração",{"$nulls":9},1111]
[130,"Média duração",null,"Media durata","Medium duration","Mittlere Lasteinwirkungsdauer","Moyenne durée","Media duración","Média duração",{"$nulls":9},1111]
[131,{"$f":"HLOOKUP($B$1,$D$1:$I$206,A131,FALSE)","v":"Breve duração"},null,"Breve durata","Short duration","Kurze Lasteinwirkungsdauer","Courte durée","Corta duración","Breve duração",{"$nulls":9},{"$f":"IF(R131=G131,0,1111)","v":1111}]
[132,"Instantâneo",null,"Istantaneo","Instantaneous","Sofort wirkend","Instantanée","Instantáneo","Instantâneo",{"$nulls":9},1111]
[133,"Peso próprio e cargas não removíveis durante o funcionamento normal da estrutura.",null,"Peso proprio e carichi non rimovibili durante il normale esercizio della struttura.","Own weight and non-removable loads during normal operation of the structure.","Eigengewicht und ständige Lasten struktureller Art während des normalen Betriebs der Struktur.","Poids propre et charges non amovibles pendant le fonctionnement normal de la structure.","Peso propio y cargas no removibles durante el funcionamiento normal de la estructura.","Peso próprio e cargas não removíveis durante o funcionamento normal da estrutura.",{"$nulls":9},1111]
[134,"Cargas permanentes que podem mudar durante o funcionamento normal da estrutura e cargas variáveis relacionadas com armazéns e depósitos.",null,"Carichi permanenti suscettibili di cambiamenti durante il normale esercizio della struttura e carichi variabili relativi a magazzini e depositi.","Permanent loads that may change during normal operation of the structure and variable loads related to warehouses and deposits.","Ständige Lasten nicht-struktureller Art, die sich während des normalen Betriebs der Struktur ändern können, sowie variable Lasten bei Lagerräumen und Magazinen.","Les charges permanentes qui peuvent changer pendant le fonctionnement normal de la structure et les charges variables liées aux entrepôts et aux dépôts.","Cargas permanentes que pueden cambiar durante el funcionamiento normal de la estructura y cargas variables relacionadas con almacenes y depósitos.","Cargas permanentes que podem mudar durante o funcionamento normal da estrutura e cargas variáveis relacionadas com armazéns e depósitos.",{"$nulls":9},1111]
[135,"Cargas variáveis de edifícios, exceto as relativas a armazéns e depósitos.",null,"Carichi variabili degli edifici, ad eccezione di quelli relativi a magazzini e depositi.","Variable loads of buildings, except those relating to warehouses and deposits.","Veränderliche Last bei Gebäuden, mit Ausnahme von Lagerräumen und Magazinen.","Charges variables de bâtiments, à l'exception de celles relatives aux entrepôts et dépôts.","Cargas variables de edificios, excepto las relativas a almacenes y depósitos.","Cargas variáveis de edifícios, exceto as relativas a armazéns e depósitos.",{"$nulls":9},1111]
[136,"Ação média do vento.",null,"Azione del vento medio.","Average wind action.","Durchschnittliche Windstärke.","Action moyenne du vent.","Acción media del viento","Ação média do vento.",{"$nulls":9},1111]
[137,"Ação de vento de pico e ação incrível.",null,"Azione di picco del vento e azioni eccezionali.","Peak wind action and exceptional action.","Spitzenwinddruck und außergewöhnliche Lasten","Des vents forts et des scènes d'action incroyables.","Acción de pico del viento y acciones excepcionales.","Ação de vento de pico e ação incrível.",{"$nulls":9},1111]
[138,"Produção controlada continuamente (VOC inferior a 15%)",null,"Produzione soggetta a controllo continuativo (COV <15%)","Continuously controlled production (VOC <15%)","Kontinuierlich kontrollierte Produktion (VOC < 15 %)","Production contrôlée en continu (COV < 15 %)","Producción controlada continuamente (VOC <15%)","Produção controlada continuamente (VOC inferior a 15%)",{"$nulls":9},1111]
[139,"Coeficiente de segurança conexão",null,"Coefficiente di sicurezza connessione","Safety coefficient of connection","Sicherheitskoeffizient der Verbindung","Coefficient de sécurité de connexion","Coeficiente de seguridad conexión","Coeficiente de segurança conexão",{"$nulls":9},1111]
[140,"Coeficiente de segurança alumínio",null,"Coefficiente di sicurezza alluminio","Safety coefficient of aluminium","Sicherheitskoeffizient Aluminium","Coefficient de sécurité aluminium","Coeficiente de seguridad aluminio","Coeficiente de segurança alumínio",{"$nulls":9},1111]
[141,"6. Verificações de projeto para direção individual",null,"6. Verifiche di progetto per la singola direzione","6. Design checks for individual direction","6. Projektnachweise je Richtung","6. Vérifications de conception pour les directions individuelles","6. Comprobaciones de diseño para direcciones individuales","6. Verificações de projeto para direção individual",{"$nulls":9},1111]
[142,"A dimensão e a vida dos elementos de madeira devem ser feitas à parte. Em particular, para cargas perpendiculares ao eixo da viga, é recomendável realizar uma verificação do splitting em ambos os elementos de madeira.",null,"Il dimensionamento e la vita degli elementi in legno devono essere svolti a parte. In particolare, per carichi perpendicolari all'asse della trave, si raccomanda di eseguire una verifica per splitting in entrambi gli elementi in legno.","Dimensioning and life of the timber elements must be carried out separately. In particular, for loads perpendicular to the beam axis, it is recommended to perform a splitting check in both wooden elements.","Die Bemessung und Dauerhaftigkeit der Holzelemente müssen getrennt durchgeführt werden. Insbesondere bei Lasten senkrecht zur Balkenachse wird empfohlen, einen Spaltnachweis in beiden Holzelementen durchzuführen.","Le dimensionnement et la capacité des éléments en bois seront effectués séparément. En particulier, pour des charges perpendiculaires à l’axe des poutres, il est conseillé d’effectuer un contrôle séparé sur les deux éléments en bois.","El dimensionamiento y la vida útil de los elementos de madera deben efectuarse por separado. En concreto, para cargas perpendiculares al eje de las vigas, se aconseja realizar una comprobación por separado de ambos elementos de madera.","A dimensão e a vida dos elementos de madeira devem ser feitas à parte. Em particular, para cargas perpendiculares ao eixo da viga, é recomendável realizar uma verificação do splitting em ambos os elementos de madeira.",{"$nulls":9},1111]
[143,"6.1 Corte vertical (Fv)",null,"6.1 Taglio verticale (Fv)","6.1 Vertical shear (Fv)","6.1 vertikale Querkraft (Fv)","6.1 Cisaillement verticale (FV)","6.1 Corte vertical (Fv)","6.1 Corte vertical (Fv)",{"$nulls":9},1111]
[144,"Resistência característica ao recalcamento elemento principal",null,"Resistenza caratteristica a rifollamento elemento primario","Characteristic resistance to bearing stress main element","Charakteristischer Festigkeit des Hauptelements gegenüber Lochleibung","Résistance caractéristique à la pression diamétrale de l'élément principal","Resistencia característica al aplastamiento del elemento principal","Resistência característica ao recalcamento elemento principal",{"$nulls":9},1111]
[145,"Capacidade axial caraterística de um parafuso no elemento principal",null,"Capacità assiale caratteristica di una vite su elemento primario","Characteristic axial capacity of a screw on main element","Charakteristische axiale Tragfähigkeit der Schraube auf dem Hauptelement","Capacité axiale caractéristique d'une vis sur un élément principal","Capacidad axial característica de un tornillo en el elemento principal","Capacidade axial caraterística de um parafuso no elemento principal",{"$nulls":9},1111]
[146,"Capacidade de carga caraterística por plano de corte para fixação elemento principal",null,"Capacità di carico caratteristica per piano di taglio per fissaggio elemento primario","Load characteristic capacity for shear plane for fastening main element","Charakteristische Tragfähigkeit je Scherfuge für die Hauptelementbefestigung","Capacité de charge caractéristique par plan de cisaillement pour la fixation de l'élément principal","Capacidad de carga característica para el plano de corte para la fijación del elemento principal","Capacidade de carga caraterística por plano de corte para fixação elemento principal",{"$nulls":9},1111]
[147,"Fator de forma",null,"Fattore di forma","Form factor","Formfaktor","Facteur de forme","Factor de forma","Fator de forma",{"$nulls":9},1111]
[148,"Resistência característica elemento principal",null,"Resistenza caratteristica elemento principale","Characteristic strength main element","Charakteristische Festigkeit des Hauptelements","Résistance caractéristique de l'élément principal","Resistencia característica elemento principal","Resistência característica elemento principal",{"$nulls":9},1111]
[149,"Resistência característica alumínio",null,"Resistenza caratteristica alluminio","Characteristic strength aluminium","Charakteristische Festigkeit Aluminium","Résistance caractéristique aluminium","Resistencia característica aluminio","Resistência característica alumínio",{"$nulls":9},1111]
[150,"Resistência característica ao recalcamento elemento secundário",null,"Resistenza caratteristica a rifollamento elemento secondario","Characteristic resistance to bearing stress secondary element","Charakteristische Festigkeit des Nebenelements gegenüber Lochleibung","Résistance caractéristique à la pression diamétrale de l'élément secondaire","Resistencia característica al aplastamiento del elemento secundario","Resistência característica ao recalcamento elemento secundário",{"$nulls":9},1111]
[151,"Capacidade axial caraterística de um parafuso no elemento secundário",null,"Capacità assiale caratteristica di una vite su elemento secondario","Characteristic axial capacity of a screw on secondary element","Charakteristische axiale Tragfähigkeit der Schraube auf dem Nebenelement","Capacité axiale caractéristique d'une vis sur un élément secondaire","Capacidad axial característica de un tornillo en el elemento secundario","Capacidade axial caraterística de um parafuso no elemento secundário",{"$nulls":9},1111]
[152,"Capacidade de carga caraterística por plano de corte para fixação elemento secundário",null,"Capacità di carico caratteristica per piano di taglio per fissaggio elemento secondario","Load characteristic capacity for shear plane for fastening secondary element","Charakteristische Tragfähigkeit je Scherfuge für die Nebenelementbefestigung","Capacité de charge caractéristique par plan de cisaillement pour la fixation de l'élément secondaire","Capacidad de carga característica para el plano de corte para la fijación del elemento secundario","Capacidade de carga caraterística por plano de corte para fixação elemento secundário",{"$nulls":9},1111]
[153,"Resistência característica elemento secundário",null,"Resistenza caratteristica elemento secondario","Characteristic strength secondary element","Charakteristische Festigkeit des Nebenelements","Résistance caractéristique de l'élément secondaire","Resistencia característica elemento secundario","Resistência característica elemento secundário",{"$nulls":9},1111]
[154,"Resistência característica",null,"Resistenza caratteristica","Characteristic strenght","Charakteristische Tragfähigkeit","Résistance caractéristique","Resistencia característica","Resistência característica",{"$nulls":9},1111]
[155,"Resistência do design",null,"Resistenza di design","Design strength","Design-Festigkeit","Résistance du design","Resistencia de diseño","Resistência do design",{"$nulls":9},1111]
[156,"Verificação da conexão",null,"Verifica della connessione","Verification of connection","Prüfung der Verbindung","Vérification de la connexion","Comprobación de la conexión","Verificação da conexão",{"$nulls":9},1111]
[157,"6.2 Corte vertical de elevação (Fup)",null,"6.2 Taglio verticale di sollevamento (Fup)","6.2 vertical Lifting shear (Fup)","6.2 Abhebende Kräfte (Fup)","6.2 Cisaillement vertical du soulèvement (Fup)","6.2 Corte vertical de elevación (Fup)","6.2 Corte vertical de elevação (Fup)",{"$nulls":9},1111]
[158,"Resistência característica ao recalcamento",null,"Resistenza caratteristica a rifollamento","Characteristic resistance to bearing stress","Charakteristische Festigkeit gegen Lochleibung","Résistance caractéristique au refoulement","Resistencia característica al aplastamiento","Resistência característica ao recalcamento",{"$nulls":9},1111]
[159,"Capacidade axial caraterística de um parafuso inclinado",null,"Capacità assiale caratteristica di una vite inclinata","Characteristic axial capacity of an inclined screw","Charakteristische axiale Tragfähigkeit der geneigten Schraube","Capacité axiale caractéristique d'une vis inclinée","Capacidad axial característica de un tornillo inclinado","Capacidade axial caraterística de um parafuso inclinado",{"$nulls":9},1111]
[160,"Resistência característica elemento principal",null,"Resistenza caratteristica elemento principale","Characteristic strength main element","Charakteristischer Festigkeit des Hauptelements","Résistance caractéristique de l'élément principal","Resistencia característica elemento principal","Resistência característica elemento principal",{"$nulls":9},1111]
[161,"Resistência característica alumínio",null,"Resistenza caratteristica alluminio","Characteristic strength aluminium","Charakteristische Festigkeit Aluminium","Résistance caractéristique aluminium","Resistencia característica aluminio","Resistência característica alumínio",{"$nulls":9},1111]
[162,"Resistência característica ao recalcamento",null,"Resistenza caratteristica a rifollamento","Characteristic resistance to bearing stress","Charakteristischer Festigkeit gegen Lochleibung","Résistance caractéristique à la contrainte portante","Resistencia característica al aplastamiento","Resistência característica ao recalcamento",{"$nulls":9},1111]
[163,"Capacidade axial caraterística de um parafuso inclinado",null,"Capacità assiale caratteristica di una vite inclinata","Characteristic axial capacity of an inclined screw","Charakteristische axiale Tragfähigkeit der geneigten Schraube","Capacité axiale caractéristique d'une vis inclinée","Capacidad axial característica de un tornillo inclinado","Capacidade axial caraterística de um parafuso inclinado",{"$nulls":9},1111]
[164,"Capacidade de carga caraterística por plano de corte para fixação elemento secundário",null,"Capacità di carico caratteristica per piano di taglio per fissaggio elemento secondario","Load characteristic capacity for shear plane for fastening secondary element","Charakteristische Tragkraft je Scherfuge zur Befestigung des Nebenelements","Capacité de charge caractéristique pour le plan de cisaillement pour la fixation de l'élément secondaire","Capacidad de carga característica para el plano de corte para la fijación del elemento secundario","Capacidade de carga caraterística por plano de corte para fixação elemento secundário",{"$nulls":9},1111]
[165,"Resistência característica elemento secundário",null,"Resistenza caratteristica elemento secondario","Characteristic strength secondary element","Charakteristischer Festigkeit des Nebenelements","Résistance caractéristique de l'élément secondaire","Resistencia característica elemento secundario","Resistência característica elemento secundário",{"$nulls":9},1111]
[166,"Resistência característica",null,"Resistenza caratteristica","Characteristic strenght","Charakteristische Tragfähigkeit","Résistance caractéristique","Resistencia característica","Resistência característica",{"$nulls":9},1111]
[167,"Resistência do design",null,"Resistenza di design","Design strength","Design-Festigkeit","Résistance du design","Resistencia de diseño","Resistência do design",{"$nulls":9},1111]
[168,"Verificação da conexão",null,"Verifica della connessione","Verification of connection","Prüfung der Verbindung","Vérification de la connexion","Comprobación de la conexión","Verificação da conexão",{"$nulls":9},1111]
[169,"6.3 axial (Fax)",null,"6.3 Assiale (Fax)","6.3 Axial (Fax)","6.3 Axial (Fax)","6.3 Axiale (Fax)","6.3 Axial (Fax)","6.3 axial (Fax)",{"$nulls":9},1111]
[170,"Resistência característica elemento principal",null,"Resistenza caratteristica elemento principale","Characteristic strength main element","Charakteristische Festigkeit des Hauptelements","Résistance caractéristique de l'élément principal","Resistencia característica elemento principal","Resistência característica elemento principal",{"$nulls":9},1111]
[171,"Resistência característica alumínio",null,"Resistenza caratteristica alluminio","Characteristic strength aluminium","Charakteristische Festigkeit Aluminium","Résistance caractéristique aluminium","Resistencia característica aluminio","Resistência característica alumínio",{"$nulls":9},1111]
[172,"Resistência característica elemento secundário",null,"Resistenza caratteristica elemento secondario","Characteristic strength secondary element","Charakteristische Festigkeit des Nebenelements","Résistance caractéristique de l'élément secondaire","Resistencia característica elemento secundario","Resistência característica elemento secundário",{"$nulls":9},1111]
[173,"Resistência característica",null,"Resistenza caratteristica","Characteristic strenght","Charakteristische Tragfähigkeit","Résistance caractéristique","Resistencia característica","Resistência característica",{"$nulls":9},1111]
[174,"Resistência do design",null,"Resistenza di design","Design strength","Design-Festigkeit","Résistance du design","Resistencia de diseño","Resistência do design",{"$nulls":9},1111]
[175,"Verificação da conexão",null,"Verifica della connessione","Verification of connection","Prüfung der Verbindung","Vérification de la connexion","Comprobación de la conexión","Verificação da conexão",{"$nulls":9},1111]
[176,"6.4 Corte lateral (Flat)",null,"6.4 Taglio laterale (Flat)","6.4 lateral shear load (Flat)","6.4 Seitliche Scherkraft (Flat)","6.4 Cisaillement latéral (Flat)","6.4 Corte lateral (Flat)","6.4 Corte lateral (Flat)",{"$nulls":9},1111]
[177,"Número efetivo de parafusos por elemento principal ou secundário",null,"Numero effettivo di viti per elemento secondario o primario","Effective number of screws for secondary or main element","Effektive Anzahl von Schrauben pro Neben- oder Hauptelement","Nombre effective de vis par élément secondaire ou primaire","Número efectivo de tornillos para elemento secundario o principal","Número efetivo de parafusos por elemento principal ou secundário",{"$nulls":9},1111]
[178,"Fator de forma",null,"Fattore di forma","Form factor","Formfaktor","Facteur de forme","Factor de forma","Fator de forma",{"$nulls":9},1111]
[179,"Coeficiente de acordo com EN 1995-1-1, 6.1.5",null,"Coefficiente in accordo con EN 1995-1-1, 6.1.5","Coefficient in accordance with EN 1995-1-1, 6.1.5","Koeffizient gemäß EN 1995-1-1, 6.1.5","Coefficient selon EN 1995-1-1, 6.1.5","Coeficiente de acuerdo con EN 1995-1-1, 6.1.5","Coeficiente de acordo com EN 1995-1-1, 6.1.5",{"$nulls":9},1111]
[180,"Coeficiente de acordo com EN 1995-1-1, eq. 6.62",null,"Coefficiente in accordo con EN 1995-1-1, eq. 6.62","Coefficient in accordance with EN 1995-1-1, eq. 6.62","Koeffizient gemäß EN 1995-1-1, eq. 6.62","Coefficient selon EN 1995-1-1, eq. 6,62","Coeficiente de acuerdo con EN 1995-1-1, eq. 6.62","Coeficiente de acordo com EN 1995-1-1, eq. 6.62",{"$nulls":9},1111]
[181,"Resistência característica",null,"Resistenza caratteristica","Characteristic strenght","Charakteristische Tragfähigkeit","Résistance caractéristique","Resistencia característica","Resistência característica",{"$nulls":9},1111]
[182,"Resistência do design",null,"Resistenza di design","Design strength","Design-Festigkeit","Résistance du design","Resistencia de diseño","Resistência do design",{"$nulls":9},1111]
[183,"Verificação da conexão",null,"Verifica della connessione","Verification of connection","Prüfung der Verbindung","Vérification de la connexion","Comprobación de la conexión","Verificação da conexão",{"$nulls":9},1111]
[184,"7. Verificações de projeto em caso de estresse combinado",null,"7. Verifiche di progetto nel caso di sollecitazione combinata","7. Design checks in the case of combined loading","7. Konstruktionsprüfungen bei kombinierter Spannung","7. Vérifications de conception en cas de sollicitations combinées","7. Comprobaciones de diseño en caso de cargas combinadas","7. Verificações de projeto em caso de estresse combinado",{"$nulls":9},1111]
[185,"Verificação combinada de esforço necessária?",null,"Richiesta verifica sollecitazione combinata?","Combined loading check required?","Kombinierte Belastungsprüfung erforderlich?","Contrôle de contrainte de sollicitations combinées ?","¿Es necesaria la comprobación de cargas combinadas?","Verificação combinada de esforço necessária?",{"$nulls":9},1111]
[186,"Corte vertical",null,"Taglio verticale","Vertical shear","vertikale Querkraft","Cisaillement vertical","Corte vertical","Corte vertical",{"$nulls":9},1111]
[187,"Corte vertical de elevação",null,"Taglio verticale di sollevamento","vertical Lifting shear","Abhebende Kräfte","Cisaillement vertical du soulèvement","Corte vertical de elevación","Corte vertical de elevação",{"$nulls":9},1111]
[188,"Ação axial",null,"Azione assiale","Axial action","Axiale Wirkung","Action axiale","Acción axial","Ação axial",{"$nulls":9},1111]
[189,"Corte lateral",null,"Taglio laterale","Lateral shear","Seitliche Scherkraft","Cisaillement latéral","Corte lateral","Corte lateral",{"$nulls":9},1111]
[190,"Fv,d e Fup,d são forças que atuam em direções opostas. Portanto, apenas uma das forças Fv,d e Fup,d pode atuar em combinação com as forças Fax,d ou Flat,d.",null,"Fv,d e Fup,d sono forze agenti in direzioni opposte. Pertanto solo una delle forze Fv,d e Fup,d può agire in combinazione con le forze Fax,d o Flat,d.","Fv,d and Fup,d  are forces acting in opposite directions. Therefore only one of the forces Fv,d and Fup,d can act in combination with the forces Fax,d or Flat,d.","Fv,d und Fup,d sind in entgegengesetzter Richtung wirkende Kräfte. Daher kann nur eine der Kräfte Fv,d und Fup,d in Kombination mit den Kräften Fax,d oder Flat,d wirken.","Fv,d et Fup,d sont des forces qui agissent dans des directions opposées. C’est pourquoi seulement une des forces Fv,d et Fup,d peut agir en combinaison avec les forces Fax,d ou Flat,d.","Fv,d y Fup,d son fuerzas que actúan en direcciones opuestas. Por lo tanto, solo una de las fuerzas Fv,d y Fup,d puede actuar en combinación con las fuerzas Fax,d o Flat,d.","Fv,d e Fup,d são forças que atuam em direções opostas. Portanto, apenas uma das forças Fv,d e Fup,d pode atuar em combinação com as forças Fax,d ou Flat,d.",{"$nulls":9},1111]
[191,"Selecione as tensões a considerar no veículo combinado.",null,"Selezionare le sollecitazioni da inserire considerare nella verifica combinata.","Select the stresses to be considered in the combined check.","Wählen Sie die Spannungen aus, die im kombinierten Nachweis berücksichtigt werden sollen.","Sélectionnez les contraintes à prendre en compte dans le véhicule combiné.","Seleccione las tensiones que se deben tener en cuenta en la comprobación combinada.","Selecione as tensões a considerar no veículo combinado.",{"$nulls":9},1111]
[192,"8. Resumo quantidade y códigos produto",null,"8. Riassunto quantità e codici prodotto","8. Quantity and product codes summary","8. Übersicht Menge und Produktcodes","8. Sommaire de quantité et de codes du produit","8. Resumen de cantidad y códigos de producto","8. Resumo quantidade y códigos produto",{"$nulls":9},1111]
[193,"Número de conexões",null,"Numero di connessioni","Number of connections","Anzahl der Verbindungen","Nombre de connexions","Número de conexiones","Número de conexões",{"$nulls":9},1111]
[194,"Código",null,"Codice","Code","Art.-Nr.","Code","Código","Código",{"$nulls":9},1111]
[195,{"$f":"HLOOKUP($B$1,$D$1:$I$206,A195,FALSE)","v":"Quantidade necessária"},null,"Quantità necessaria","Quantity required","Erforderliche Menge","Quantité nécessaire","Cantidad necesaria","Quantidade necessária",{"$nulls":9},{"$f":"IF(R195=G195,0,1111)","v":1111}]
[196,"pçs",null,"pz.","pcs","Stk.","pcs.","unid.","pçs",{"$nulls":9},1111]
[197,"Ligador não aparente de engate",null,"Connettore a scomparsa ad aggancio","Coupling hidden fastener","Verdeckter Verbinder","Connecteur à accroche invisible","Conector oculto","Ligador não aparente de engate",{"$nulls":9},1111]
[198,"Segundo ligador oculto, si ligadores acoplados",null,"Secondo connettore a scomparsa, se connettori accoppiati","Second concealed connector, if coupling connectors","Zweiter Verdeckter Verbinder, wenn gekoppelte Verbinder","Deuxième connecteur caché, si les connecteurs sont accouplés","Segundo conector oculto, si conectores en pares","Segundo ligador oculto, si ligadores acoplados",{"$nulls":9},1111]
[199,"Parafusos de fixação elemento principal",null,"Viti fissaggio elemento primario","Fastening screws main element","Befestigungsschrauben des Hauptelements","Vis de fixation élément principal","Tornillos fijación elemento principal","Parafusos de fixação elemento principal",{"$nulls":9},1111]
[200,"Parafusos fixações viga secundária",null,"Viti fissaggio trave secondaria","Fastening screws secondary beam","Befestigungsschrauben des Nebenträgers","Vis fixations poutre secondaire","Tornillos fijación viga secundaria","Parafusos fixações viga secundária",{"$nulls":9},1111]
[201,"Parafusos inclinados para resistência ao levantamento e/ou lateral",null,"Viti inclinate per resistenza a sollevamento e/o laterale","Inclined screws for lifting and/or lateral resistance","geneigte Schrauben für abhebende Kräfte und/oder den seitlichen Widerstand","Vis inclinées pour résistance au soulèvement et/ou latérale","Tornillos inclinados para resistencia al arranque y/o lateral","Parafusos inclinados para resistência ao levantamento e/ou lateral",{"$nulls":9},1111]
[202,"Conector LOCK STOP",null,"Connettore LOCK STOP","LOCK STOP connector","LOCK STOP Verbinder","Connecteur LOCK STOP","Conector LOCK STOP","Conector LOCK STOP",{"$nulls":9},1111]
[203,"A Rotho Blaas efetuou as verificações segundo o método dos Estados-Limite em conformidade com a EC 1995-1-1 Eurocódigo 5 - Conceção de estruturas de madeira. Para os valores de resistência mecânica e para a geometria dos conectores LOCK e LOCK STOP, fez-se referência ao que consta da ETA-19/0831. Para os valores de resistência mecânica e para a geometria dos parafusos, fez-se referência ao que consta da ETA-11/0030.\nOs valores estáticos foram calculados considerando uma espessura constante do elemento metálico, incluindo a espessura do LOCK STOP.\nA resistência Fup com parafuso inclinado foi calculado considerando o número efetivo de parafusos carregados axialmente de acordo com a ETA-11/0030.\nDeve ser dada especial atenção à execução da fresagem no elemento principal ou na viga secundária para limitar o deslizamento lateral da ligação.\nA resistência Flat com o parafuso inclinado foi calculada considerando o número efetivo de parafusos dispostos paralelamente à fibra de acordo com a EN 1995-1-1.\nSe forem utilizados conectores acoplados, deve ser prestada especial atenção ao alinhamento durante a colocação, para evitar tensões diferentes nos dois conectores.\nO conector deve ser sempre totalmente fixo, utilizando todos os furos.\nNão é permitida a fixação com pregagem parcial. Devem ser utilizados parafusos do mesmo comprimentos em cada metade do conector.\nNo caso da fresagem no elemento principal ou na viga secundária, deve ter-se especial cuidado ao efetuar a fresagem, de modo a limitar o deslizamento lateral da ligação.\nA dimensão e a verificação dos elementos de madeira devem ser feitas à parte. Todos os cálculos devem ser verificados e aprovados pelo designer responsável antes da execução. É dever do projetista responsável verificar em cada utilização a conformidade dos dados com as normas em vigor e com o projeto. A responsabilidade final pela escolha do produto adequado para uma aplicação específica cabe ao projetista.",null,"Rotho Blaas ha svolto le verifiche secondo il metodo degli Stati Limite in accordo EC 1995-1-1 Eurocodice 5-Progettazione delle strutture di legno. Per i valori di resistenza meccanica e per la geometria dei connettori LOCK e LOCK STOP si è fatto riferimento a quanto riportato in ETA-19/0831. Per i valori di resistenza meccanica e per la geometria delle viti si è fatto riferimento a quanto riportato in ETA-11/0030.\nI valori statici sono stati calcolati assumendo uno spessore costante dell'elemento in metallo, includendo lo spessore del LOCK STOP.\nLa resistenza Fup con vite inclinata è stata calcolata considerando il numero efficace per viti caricate assialmente secondo ETA-11/0030.\nDeve essere posta particolare attenzione nell'esecuzione della fresata nell'elemento principale o nella trave secondaria per limitare lo scorrimento laterale della connessione.\nLa resistenza Flat con vite inclinata è stata calcolata considerando il numero efficace di viti disposte parallelamente alla fibra secondo EN1995-1-1.\nNel caso di utilizzo di connettori accoppiati, deve essere posta particolare attenzione nell'allineamento durante la posa, in modo da evitare sollecitazioni differenti nei due connettori.\nDeve essere sempre eserguito un fissaggio totale del connettore, utilizzando tutti i fori.\nNon è ammesso il fissagio con chiodatura parziale. Per ogni metà connettore devono essere utilizzate viti con la stessa lunghezza.\nNel caso di fresata nell'elemento principale o nella trave secondaria deve essere posta particolare attenzione nell'esecuzione della fresata stessa per limitare lo scorrimento laterale della connessione.\nIl dimensionamento e la verifica degli elementi in legno devono essere svolti a parte. Prima dell'esecuzione, tutti i calcoli devono essere verificati ed approvati dal progettista responsabile. È dovere del progettista responsabile verificare ad ogni utilizzo la conformità dei dati alla normativa vigente e al progetto. La responsabilità ultima della scelta del prodotto adeguato per una specifica applicazione spetta al progettista.","Rotho Blaas carried out the checks according to the Limit State method in accordance with EC 1995-1-1 Eurocode 5 - Design of timber structures. For the mechanical strength values and the geometry of the LOCK and LOCK STOP connector, reference was made to ETA-19/0831. For the mechanical resistance values and the geometry of the screws, reference was made to ETA-11/0030.\nStatic values were calculated assuming a constant thickness of the metal element, including the thickness of the LOCK STOP.\nThe Fup strength with inclined screw was calculated considering the effective number for axially loaded screws according to ETA-11/0030.\nSpecial care must be taken in the execution of cutting the rebate in the main element or secondary beam to limit the lateral sliding of the connection.\nThe Flat strength with inclined screw was calculated considering the effective number of screws arranged parallel to the fibre according to EN 1995-1-1.\nIf coupled connectors are used, special care must be taken in alignment during installation to avoid different stresses in the two connectors.\nThe connector must always be fully fastened using all the holes.\nFastening with partial nailing is not allowed. Screws with the same length must be used for each connector half.\nIn the case of grooving in the main element or in the secondary beam, particular care must be taken when carrying out the grooving in order to limit the lateral sliding of the connection.\nDimensioning and verification of the timber elements must be carried out separately. All calculations must be verified and approved by the responsible designer prior to execution. The designer are responsible to verify, at each use, the conformity of the data to the regulations in force and to the project. The ultimate responsibility for choosing the appropriate product for a specific application lies with the designer.","Rotho Blaas hat die Prüfungen gemäß Grenzzustandsmethode laut DIN EC 1995-1-1 Eurocode 5 - Bemessung und Konstruktion von Holzbauten vorgenommen. Bei den Werten für die mechanische Festigkeit und die Geometrie der LOCK und LOCK STOP Verbinder wurde auf die Angaben in der ETA-19/0831 Bezug genommen. Bei den Werten für die mechanische Festigkeit und die Geometrie der Schrauben wurde auf die Angaben in der ETA-11/0030 Bezug genommen.\nFür die Berechnung der statischen Werte wurde eine konstante Stärke des Metallelements einschließlich der Stärke des LOCK STOP angenommen.\nDie Festigkeit Fup mit geneigter Schraube wurde unter Berücksichtigung der axial belasteten wirksamen Schraubenanzahl nach ETA-11/0030 berechnet.\nBei der Ausführung der Ausfräsung im Hauptelement oder im Nebenträger ist besonders darauf zu achten, dass die seitliche Verschiebung der Verbindung begrenzt wird.\nDie Festigkeit Flat mit geneigter Schraube wurde unter Berücksichtigung der parallel zur Faser angeordneten wirksamen Schraubenanzahl nach EN 1995-1-1 berechnet.\nWenn gekoppelte Verbinder verwendet werden, muss bei der Montage besonders auf die Ausrichtung geachtet werden, um unterschiedliche Beanspruchungen in den beiden Verbindern zu vermeiden.\nEs muss immer eine vollständige Befestigung des Verbinders erfolgen, wobei alle Löcher genutzt werden müssen.\nEine Befestigung mit Teilausnagelung ist nicht zulässig. Für jede Verbindungshälfte müssen Schrauben mit gleicher Länge verwendet werden.\nBeim Fräsen des Hauptelements oder des Sekundärbalkens ist beim Fräsen besonders darauf zu achten, dass die seitliche Gleitfähigkeit der Verbindung begrenzt wird.\nDie Bemessung und Überprüfung der Holzelemente müssen getrennt durchgeführt werden. Alle Berechnungen müssen vor der Ausführung vom verantwortlichen Konstrukteur überprüft und genehmigt werden. Der verantwortliche Planer ist verpflichtet, bei jeder Nutzung die Übereinstimmung der Daten mit den geltenden Vorschriften und dem Projekt zu überprüfen. Die letztendliche Verantwortung für die Auswahl des geeigneten Produkts für eine bestimmte Anwendung liegt beim Planer.","Rotho Blaas a effectué les vérifications selon la méthode des états-limites conformément à l'Eurocode 5 EC 1995-1-1 Conception et calcul des structures en bois. Pour les valeurs de résistance mécanique et pour la géométrie des connecteurs LOCK et LOCK STOP, il a été fait référence à ce qui est reporté dans ETA-19/0831. Pour les valeurs de résistance mécanique et pour la géométrie des vis, il a été fait référence à ce qui est reporté dans ETA-11/0030.\nLes valeurs statiques ont été calculées en supposant une épaisseur constante de l'élément métallique, incluant l'épaisseur du LOCK STOP.\nLa résistance Fup avec vis inclinée a été calculée en tenant compte du nombre efficace de vis chargées axialement selon ETA-11/ 0030.\nUne attention particulière doit être portée à l'exécution du fraisage dans l'élément principal ou dans la poutre secondaire pour limiter le glissement latéral de l'assemblage.\nLa résistance Flat avec vis inclinée a été calculée en tenant compte du nombre efficace de vis disposées parallèlement à la fibre selon EN 1995-1-1.\nEn cas d’utilisation de connecteurs couplés, une attention particulière doit être portée à l’alignement durant la pose, afin d’éviter des sollicitations différentes sur les deux connecteurs.\nUne fixation totale du connecteur doit toujours être effectuée en utilisant tous les trous.\nLa fixation avec clouage partiel n’est pas autorisé. Des vis de même longueur doivent être utilisées pour chaque moitié de connecteur.\nEn cas de fraisage dans l'élément principal ou la poutre secondaire, il convient de faire particulièrement attention lors du fraisage afin de limiter le glissement latéral de la connexion.\nLe dimensionnement et la vérification des éléments en bois seront effectués séparément. Tous les calculs doivent être vérifiés et approuvés par le concepteur responsable avant leur exécution. Le concepteur responsable ont le devoir de vérifier, à chaque utilisation, la conformité des données à la règlementation en vigueur et au projet. La responsabilité ultime du choix du produit approprié pour une application spécifique incombe au concepteur.","Rotho Blaas ha efectuado las comprobaciones según el método de los estados límite de acuerdo con la norma EC 1995-1-1 Eurocódigo 5 - Diseño de estructuras de madera. Para los valores de resistencia mecánica y para la geometría de los conectores LOCK y LOCK STOP se han tomado como referencia las indicaciones de ETA-19/0831. Para los valores de resistencia mecánica y para la geometría de los tornillos se han tomado como referencia las indicaciones de ETA-11/0030.\nLos valores estáticos se han calculado suponiendo un espesor constante del elemento de metal e incluyendo el espesor del LOCK STOP.\nLa resistencia Fup con tornillo inclinado se ha calculado considerando el número eficaz de tornillos cargados axialmente según ETA-11/ 0030.\nSe debe prestar especial atención a la ejecución del fresado en el elemento principal o en la viga secundaria para limitar el deslizamiento lateral de la conexión.\nLa resistencia Flat con tornillo inclinado se ha calculado considerando el número eficaz de tornillos dispuestos paralelamente a la fibra según EN 1995-1-1.\nSi se usan conectores en pares, se tiene que prestar una especial atención a su alineación durante la colocación para evitar que las solicitaciones sean diferentes en los dos conectores.\nSe debe efectuar siempre una fijación total del conector, utilizando todos los agujeros.\nNo se admiten fijaciones con clavado parcial. Para cada mitad de conector, se deben utilizar tornillos de la misma longitud.\nEn el caso de fresado en el elemento principal o en la viga secundaria, se debe tener especial cuidado al realizar el fresado para limitar el deslizamiento lateral de la conexión.\nEl dimensionamiento y el control de los elementos de madera deben efectuarse por separado. Todos los cálculos deben ser verificados y aprobados por el diseñador responsable antes de su ejecución. Es deber del proyectista responsable comprobar en cada uso que los datos sean conformes con la normativa vigente y con el proyecto. La responsabilidad final de elegir el producto adecuado para una aplicación específica recae en el proyectista.","A Rotho Blaas efetuou as verificações segundo o método dos Estados-Limite em conformidade com a EC 1995-1-1 Eurocódigo 5 - Conceção de estruturas de madeira. Para os valores de resistência mecânica e para a geometria dos conectores LOCK e LOCK STOP, fez-se referência ao que consta da ETA-19/0831. Para os valores de resistência mecânica e para a geometria dos parafusos, fez-se referência ao que consta da ETA-11/0030.\nOs valores estáticos foram calculados considerando uma espessura constante do elemento metálico, incluindo a espessura do LOCK STOP.\nA resistência Fup com parafuso inclinado foi calculado considerando o número efetivo de parafusos carregados axialmente de acordo com a ETA-11/0030.\nDeve ser dada especial atenção à execução da fresagem no elemento principal ou na viga secundária para limitar o deslizamento lateral da ligação.\nA resistência Flat com o parafuso inclinado foi calculada considerando o número efetivo de parafusos dispostos paralelamente à fibra de acordo com a EN 1995-1-1.\nSe forem utilizados conectores acoplados, deve ser prestada especial atenção ao alinhamento durante a colocação, para evitar tensões diferentes nos dois conectores.\nO conector deve ser sempre totalmente fixo, utilizando todos os furos.\nNão é permitida a fixação com pregagem parcial. Devem ser utilizados parafusos do mesmo comprimentos em cada metade do conector.\nNo caso da fresagem no elemento principal ou na viga secundária, deve ter-se especial cuidado ao efetuar a fresagem, de modo a limitar o deslizamento lateral da ligação.\nA dimensão e a verificação dos elementos de madeira devem ser feitas à parte. Todos os cálculos devem ser verificados e aprovados pelo designer responsável antes da execução. É dever do projetista responsável verificar em cada utilização a conformidade dos dados com as normas em vigor e com o projeto. A responsabilidade final pela escolha do produto adequado para uma aplicação específica cabe ao projetista.",{"$nulls":9},1111]
[204,"Estas indicações relativas à ficha de verificação devem ter um carácter indicativo, no pressuposto de que a responsabilidade total do projecto de ligação incumbe ao projectista.",null,"Queste indicazioni relative alla scheda di verifica sono da intendersi indicative, fermo restando che la responsabilità del progetto di collegamento ricade interamente sul progettista.","This information on the verification sheet is intended to be an indication. Nevertheless, the responsibility for the connection project lies entirely with the designer.","Diese Angaben zum Verifikationsblatt sind als Richtwerte zu verstehen, wobei die volle Verantwortung für das Anschlussprojekt beim Konstrukteur liegt.","Les indications fournies dans cet outil de calcul sont à titre indicatif. Cependant, toute responsabilité sur le projet (calcul) de connexion retombe sur le concepteur","Estas indicaciones relativas a la hoja de verificación deben ser interpretadas como indicativas, entendiéndose que la responsabilidad completa del proyecto de conexión recae en el proyectista.","Estas indicações relativas à ficha de verificação devem ter um carácter indicativo, no pressuposto de que a responsabilidade total do projecto de ligação incumbe ao projectista.",{"$nulls":9},1111]
[205,"A concepção dos elementos de madeira deve ser realizada separadamente do projectista da estrutura.",null,"La progettazione degli elementi in legno deve essere eseguita separatamente dal progettista strutturale.","The design of the wooden elements is to be carried out separately by the structural designer.","Die Bemessung der Holzelemente muss getrennt vom Tragwerksplaner durchgeführt werden.","La conception des éléments en bois doit être effectuée séparément du concepteur de la structure.","El diseño de los elementos de madera debe realizarse por separado por parte del calculista.","A concepção dos elementos de madeira deve ser realizada separadamente do projectista da estrutura.",{"$nulls":9},1111]
[206,"Como especificado nas Condições Gerais aceites pelo utilizador ao descarregar a folha de cálculo: os resultados obtidos com esta ferramenta de cálculo são de carácter indicativo e devem ser considerados como um serviço técnico-comercial no âmbito da actividade de vendas da Rotho Blaas srl. O número e a espessura das inserções devem ser determinados pelo projectista responsável que deve verificar a exactidão dos resultados decorrentes do tratamento dos dados introduzidos. A Rotho Blaas srl não garante o cumprimento da legislação em vigor nem a concepção dos cálculos efectuados através desta folha de cálculo. Em particular, na sequência da alteração das disposições pertinentes como, por exemplo, normas, aprovações, etc., o programa pode tornar-se, em parte ou na totalidade, inválido. A Rotho Blaas srl não garante e não será responsável por danos ou consequências directas ou indirectas ou outras, de qualquer forma (garantia por defeitos, garantia por mau funcionamento, responsabilidade pelo produto ou responsabilidade legal, etc.). O Utilizador declara utilizar a folha de cálculo como profissional com a obrigação e responsabilidade de verificar se a folha de cálculo satisfaz as suas necessidades específicas.",null,"Come specificato nelle Condizioni Generali accettate dall'utente al momento del download del foglio di calcolo: i risultati ottenuti con questo strumento di calcolo hanno carattere indicativo e devono essere considerati come un servizio tecnico-commerciale nell'ambito dell'attività di vendita di Rotho Blaas srl. Il numero e lo spessore degli inserti devono essere determinati dal progettista responsabile che è tenuto a verificare la correttezza dei risultati derivanti dall'elaborazione dei dati inseriti. Rotho Blaas srl non garantisce il rispetto della normativa vigente e la progettazione dei calcoli effettuati attraverso questo foglio di calcolo. In particolare, a seguito della modifica delle disposizioni in materia quali, ad esempio, norme, approvazioni, ecc. il programma può diventare, in parte o in toto, non valido. Rotho Blaas srl non garantisce e non sarà responsabile per danni diretti o indiretti o conseguenze o altro, in qualsiasi modo (garanzia per difetti, garanzia per malfunzionamenti, garanzia di prodotto o responsabilità legale, ecc.) L'Utente dichiara di utilizzare il foglio di calcolo come professionista con l'obbligo e la responsabilità di verificare che il foglio di calcolo soddisfi le sue specifiche esigenze.","As specified in the General Terms and conditions accepted by the user when downloading the spreadsheet:the results obtained with this calculation tool are of an indicative nature and should be considered as a technical-commercial service within the Rotho Blaas srl sales activity. The number and thickness of the inserts must be determined by the responsible designer who is required to check the accuracy of the results deriving from the processing of the data entered. Rotho Blaas srl does not guarantee compliance with current legislation and the design of the calculations made through this spreadsheet. In particular, following the amendment of the pertinent provisions such as, for example standards, approvals, etc. the program may become, in part or in whole, invalid. Rotho Blaas srl does not guarantee and will not be responsible for direct or indirect damages or consequences or other, in any way (warranty for defects, warranty for malfunction, product or legal responsibility, etc.). The User declares to use the spreadsheet as a professional with the obligation and responsibility to verify that the spreadsheet meets his specific needs.","Wie in den Allgemeinen Geschäftsbedingungen angegeben, die der Benutzer beim Herunterladen der Kalkulationstabelle akzeptiert: die mit diesem Berechnungswerkzeug erzielten Ergebnisse haben indikativen Charakter und sind als technisch-kommerzielle Dienstleistung im Rahmen der Verkaufsaktivität von Rotho Blaas srl zu betrachten. Die Anzahl und Dicke der Einsätze muss vom verantwortlichen Konstrukteur bestimmt werden, der die Genauigkeit der Ergebnisse, die sich aus der Verarbeitung der eingegebenen Daten ergeben, überprüfen muss. Rotho Blaas srl garantiert nicht die Einhaltung der geltenden Gesetzgebung und die Auslegung der Berechnungen, die mit Hilfe dieses Arbeitsblattes durchgeführt werden. Insbesondere kann das Programm nach der Änderung der einschlägigen Bestimmungen, wie z.B. Normen, Zulassungen usw., ganz oder teilweise ungültig werden. Rotho Blaas srl übernimmt keine Garantie und ist nicht verantwortlich für direkte oder indirekte Schäden oder Konsequenzen oder anderweitiges (Mängelgewährleistung, Garantie für Fehlfunktionen, Produkt- oder Rechtsverantwortung usw.). Der Benutzer erklärt, das Kalkulationsprogramm als Fachmann zu benutzen, mit der Verpflichtung und Verantwortung, zu überprüfen, ob das Kalkulationsprogramm seinen spezifischen Bedürfnissen entspricht.","Comme indiqué dans les conditions générales acceptées par l'utilisateur lors du téléchargement du tableur : les résultats obtenus avec cet outil de calcul sont de nature indicative et doivent être considérés comme un service technico-commercial dans le cadre de l'activité commerciale de Rotho Blaas srl. Le nombre et l'épaisseur des inserts doivent être déterminés par le concepteur responsable qui est tenu de vérifier l'exactitude des résultats découlant du traitement des données saisies. Rotho Blaas srl ne garantit pas le respect de la législation en vigueur et la conception des calculs effectués à l'aide de ce tableur. En particulier, suite à la modification des dispositions pertinentes telles que, par exemple, les normes, les approbations, etc. le programme peut devenir, en partie ou en totalité, invalide. Rotho Blaas srl ne garantit pas et ne sera pas responsable des dommages ou conséquences directs ou indirects ou autres, de quelque manière que ce soit (garantie pour les défauts, garantie pour le mauvais fonctionnement, responsabilité du produit ou responsabilité légale, etc.) L'utilisateur déclare utiliser le tableur en tant que professionnel avec l'obligation et la responsabilité de vérifier que le tableur répond à ses besoins spécifiques.","Como se especifica en las Condiciones Generales aceptadas por el usuario al descargar la hoja de cálculo: los resultados obtenidos con esta herramienta de cálculo son de carácter indicativo y deben ser considerados como un servicio técnico-comercial dentro de la actividad comercial de Rotho Blaas srl. El número y el espesor de las placas deben ser determinados por el proyectista responsable, que debe comprobar la exactitud de los resultados derivados del procesamiento de los datos introducidos. Rotho Blaas srl no garantiza el cumplimiento de la legislación vigente y el diseño de los cálculos realizados a través de esta hoja de cálculo. En particular, tras la modificación de las disposiciones pertinentes como, por ejemplo, normas, aprobaciones, etc. El programa puede resultar, en parte o en su totalidad, inválido. Rotho Blaas srl no garantiza y no será responsable de los daños o consecuencias directas o indirectas o de otro tipo, de cualquier manera (garantía por defectos, garantía por mal funcionamiento, responsabilidad legal o del producto, etc.). El usuario declara utilizar la hoja de cálculo como un profesional con la obligación y la responsabilidad de verificar que la hoja de cálculo satisface sus necesidades específicas.","Como especificado nas Condições Gerais aceites pelo utilizador ao descarregar a folha de cálculo: os resultados obtidos com esta ferramenta de cálculo são de carácter indicativo e devem ser considerados como um serviço técnico-comercial no âmbito da actividade de vendas da Rotho Blaas srl. O número e a espessura das inserções devem ser determinados pelo projectista responsável que deve verificar a exactidão dos resultados decorrentes do tratamento dos dados introduzidos. A Rotho Blaas srl não garante o cumprimento da legislação em vigor nem a concepção dos cálculos efectuados através desta folha de cálculo. Em particular, na sequência da alteração das disposições pertinentes como, por exemplo, normas, aprovações, etc., o programa pode tornar-se, em parte ou na totalidade, inválido. A Rotho Blaas srl não garante e não será responsável por danos ou consequências directas ou indirectas ou outras, de qualquer forma (garantia por defeitos, garantia por mau funcionamento, responsabilidade pelo produto ou responsabilidade legal, etc.). O Utilizador declara utilizar a folha de cálculo como profissional com a obrigação e responsabilidade de verificar se a folha de cálculo satisfaz as suas necessidades específicas.",{"$nulls":9},1111]
[207,{"$f":"HLOOKUP($B$1,$D$1:$I$207,A207,FALSE)","v":"!! elemento demasiado pequeno para o conector seleccionado !!"},null,"!! elemento troppo piccolo per il connettore selezionato !!","!! element too small for the selected connector !!","!! Element zu klein für den gewählten Anschluss !!","!! élément trop petit pour le connecteur sélectionné !!","¡¡ elemento demasiado pequeño para el conector seleccionado !!","!! elemento demasiado pequeno para o conector seleccionado !!",{"$nulls":9},1111]
[208,{"$f":"HLOOKUP($B$1,$D$1:$I$209,A208,FALSE)","v":"VERIFICADO"},null,"VERIFICATO","VERIFIED","VERIFIED"," VÉRIFIÉ","VERIFICADO","VERIFICADO",{"$nulls":9},1111]
[209,{"$f":"HLOOKUP($B$1,$D$1:$I$210,A209,FALSE)","v":"NÃO VERIFICADO"},null,"NON VERIFICATO","NOT VERIFIED","NICHT VERIFIZIERT","NON VÉRIFIÉ","NO VERIFICADO","NÃO VERIFICADO",{"$nulls":9},1111]
[210,{"$f":"HLOOKUP($B$1,$D$1:$I$210,A210,FALSE)","v":"Fresagem para caixa de conectores Sf=20 mm"},null,"Fresata per alloggio connettore  Sf=20 mm","Milling for connector housing Sf=20 mm","Fräsen für Steckergehäuse Sf=20 mm","Fraisage pour le boîtier du connecteur Sf=20 mm","Fresado para carcasa de conector Sf=20 mm","Fresagem para caixa de conectores Sf=20 mm",{"$nulls":9},1111]

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[]
[null,"LOCK-T \nCALCOLO RESISTENZA CARATTERISTICA "]
[]
[null,"GEOMETRIA LOCK",{"$nulls":5},"RESISTENZA TRAVE SECONDARIA",{"$nulls":21},"RESISTENZA TRAVE PRIMARIA",{"$nulls":23},"RESISTENZA ALLUMINIO","RESISTENZA FINALE"]
[null,"Modello \nLock","Altezza\n(mm)","Modulo","Numero di moduli","Larghezza Lock","Spessore Lock \n(mm)","Tipo di legno","Tipo di connettore","Numero connettori","d\n(mm)","l\n(mm)","Filetto b\n(mm)","My,Rk\n(Nmm)","ftens,k\n(N)","ρk \n(kg/m3)","α\n","fh,k\n(N/mm2)","a","b","kax","β","kβ","fax,k","Fax,Rk\n(N)","Fv,Rk (a)\n(N)","Fv,Rk (b)\n(N)","Fv,J,Rk\n(N)","F2,J,Rk\n(N)","Tipo di legno","Tipo di connettore","Numero connettori","β","d\n(mm)","l\n(mm)","Filetto b\n(mm)","My,Rk\n(Nmm)","ftens,k\n(N)","ρk \n(kg/m3)","α\n","fh,k\n(N/mm2)","a","b","kax","kβ","fax,k","Fax,H,Rk\n(N)","Fv,Rk (a)\n(N)","Fv,Rk (b)\n(N)","Fv,H,Rk\n(N)","F2,H,Rk\n(N)","kH,2","F2,H,Rk\n(N)","F2,alu,Rk\n(N)","F2,Rk\n(KN)"]
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[]
[]
[{"$nulls":7},"embedding strength ETA",{"$nulls":21},"embedding strength ETA"]
[{"$nulls":8},"non pre-drilled","pre-drilled",null,"α\n",{"$nulls":18},"non pre-drilled","pre-drilled",null,"α\n"]
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[]
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[]
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[{"$nulls":30},"per clt come parete ho considerato come fosse SW"]

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[null,"LOCK-T \nCALCOLO RESISTENZA CARATTERISTICA "]
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[{"$nulls":7},"embedding strength ETA",{"$nulls":21},"embedding strength ETA"]
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[{"$nulls":30},"per clt come parete considerato come fosse SW"]

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[null,null,"LOCK-T \nCALCOLO RESISTENZA CARATTERISTICA "]
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[]
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[{"$nulls":33},"per clt come parete ho considerato come fosse SW"]
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[]
[{"$nulls":55},"Legno","kn"]
[]
[{"$nulls":55},"GL20h",6.5]
[{"$nulls":8},"embedding strength ETA",{"$nulls":46},"GL22h",6.5]
[{"$nulls":9},"non pre-drilled","pre-drilled",null,"α\n",{"$nulls":42},"GL24h",6.5]
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[{"$nulls":55},"GL22c",6.5]
[{"$nulls":55},"GL24c",6.5]
[{"$nulls":55},"GL26c",6.5]
[{"$nulls":55},"GL28c",6.5]
[{"$nulls":55},"GL30c",6.5]
[{"$nulls":55},"GL32c",6.5]
[]
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[]
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[{"$nulls":55},"CLT",6.5]
[]
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[{"$nulls":49},"MIN FTENS???",{"$nulls":11},"10d",0.85,0.85]
[{"$nulls":61},"7d",0.7,0.7]
[{"$nulls":8},"embedding strength ETA",{"$nulls":23},"embedding strength ETA",{"$nulls":28},"4d","-",0.5]
[{"$nulls":9},"non pre-drilled","pre-drilled",null,"α\n",{"$nulls":20},"non pre-drilled","pre-drilled",null,"α\n"]
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[]
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[]
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{"$rows_empty":10}
[null,null,"GEOMETRIA LOCK",{"$nulls":5},"RESISTENZA TRAVE SECONDARIA",{"$nulls":23},"RESISTENZA TRAVE PRIMARIA",{"$nulls":23},"RESISTENZA LOCK STOP",null,"RESISTENZA FINALE"]
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[{"$nulls":25},"Fax,Rk [0°]\n(N)",{"$nulls":5},"F2,J,Rk\n(N)"]
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[]
[]
[{"$nulls":8},"embedding strength ETA",{"$nulls":23},"embedding strength ETA"]
[{"$nulls":9},"non pre-drilled","pre-drilled",null,"α\n",{"$nulls":20},"non pre-drilled","pre-drilled",null,"α\n"]
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[]
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[]
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[]
[null,null,"LOCK-T \nCALCOLO RESISTENZA CARATTERISTICA "]
[]
[null,null,"GEOMETRIA LOCK",{"$nulls":5},"RESISTENZA TRAVE SECONDARIA",{"$nulls":23},"RESISTENZA TRAVE PRIMARIA",{"$nulls":13},"RESISTENZA FINALE B.4","RESISTENZA FINALE B.5"]
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[{"$nulls":3},"Modulo","Numero di moduli","Larghezza Lock"]
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[]
[{"$nulls":8},"CLT",{"$f":"IF(M13=0,20*L6^(-0.5),0.082*Q6*L6^(-0.3)/((2.5*COS(RADIANS(M13))^2+SIN(RADIANS(M13))^2)))","v":7.559289460184544},{"$nulls":22},"CLT",{"$f":"IF(AK13=0,20*AI8^(-0.5),0.082*AJ8*AI8^(-0.3)/((2.5*COS(RADIANS(AK13))^2+SIN(RADIANS(AK13))^2)))","v":17.609424784823478}]
[{"$nulls":33},"per clt come parete ho considerato come fosse SW"]
{"$rows_empty":11}
[null,null,"GEOMETRIA LOCK",{"$nulls":5},"RESISTENZA TRAVE PRIMARIA",{"$nulls":23},"RESISTENZA TRAVE SECONDARIA",{"$nulls":18},"RESISTENZA FINALE B.6"]
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[]
[{"$nulls":55},"Legno","kn"]
[]
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[{"$nulls":25},"Fax,Rk [0°]\n(N)",{"$nulls":5},"F2,J,Rk\n(N)"]
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[]
[]
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[{"$nulls":3},"Modulo","Numero di moduli","Larghezza Lock"]
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[]
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[]
[null,"LOCK-T \nCALCOLO RESISTENZA CARATTERISTICA "]
[]
[null,"GEOMETRIA LOCK",{"$nulls":5},"RESISTENZA TRAVE SECONDARIA",{"$nulls":21},"RESISTENZA TRAVE PRIMARIA",{"$nulls":23},"RESISTENZA ALLUMINIO","RESISTENZA FINALE"]
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[{"$nulls":24},"Fax,Rk [0°]\n(N)"]
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[]
[]
[{"$nulls":7},"embedding strength ETA",{"$nulls":21},"embedding strength ETA"]
[{"$nulls":8},"non pre-drilled","pre-drilled",null,"α\n",{"$nulls":18},"non pre-drilled","pre-drilled",null,"α\n"]
[{"$nulls":7},"SW & HW",{"$f":"0.082*P6*K6^(-0.3)/((2.5*COS(RADIANS(L13))^2+SIN(RADIANS(L13))^2))","v":6.769337319880194},{"$f":"0.082*P6*(1-0.01*K6)/((2.5*COS(RADIANS(L13))^2+SIN(RADIANS(L13))^2))","v":11.28648},null,{"$f":"ABS('LOCK-T'!H86)","v":0},{"$nulls":17},"SW & HW",{"$f":"0.082*AM6*AH6^(-0.3)/((2.5*COS(RADIANS(AH13))^2+SIN(RADIANS(AH13))^2))","v":19.479759046070704},{"$f":"0.082*AM6*(1-0.01*AH6)/((2.5*COS(RADIANS(AH13))^2+SIN(RADIANS(AH13))^2))","v":29.9915},null,{"$f":"AN6","v":90}]
[]
[{"$nulls":7},"LVL",{"$f":"0.082*P6*K6^(-0.3)/((2.5*COS(RADIANS(L13))^2+SIN(RADIANS(L13))^2)*(1.5*COS(RADIANS(V6))^2+SIN(RADIANS(V6))^2))","v":4.512891546586796},{"$f":"0.082*P6*(1-0.01*K6)/((2.5*COS(RADIANS(L13))^2+SIN(RADIANS(L13))^2)*(1.5*COS(RADIANS(V6))^2+SIN(RADIANS(V6))^2))","v":7.5243199999999995},{"$nulls":19},"LVL",{"$f":"0.082*AM6*AH6^(-0.3)/((2.5*COS(RADIANS(AH13))^2+SIN(RADIANS(AH13))^2)*(1.5*COS(RADIANS(AG6))^2+SIN(RADIANS(AG6))^2))","v":12.986506030713803},{"$f":"0.082*AM6*(1-0.01*AH6)/((2.5*COS(RADIANS(AH13))^2+SIN(RADIANS(AH13))^2)*(1.5*COS(RADIANS(AG6))^2+SIN(RADIANS(AG6))^2))","v":19.994333333333334}]
[]
[{"$nulls":7},"CLT",{"$f":"IF(L13=0,20*K6^(-0.5),0.082*P6*K6^(-0.3)/((2.5*COS(RADIANS(L13))^2+SIN(RADIANS(L13))^2)))","v":7.559289460184544},{"$nulls":20},"CLT",{"$f":"IF(AH13=0,20*AH6^(-0.5),0.082*AM6*AH6^(-0.3)/((2.5*COS(RADIANS(AH13))^2+SIN(RADIANS(AH13))^2)))","v":19.479759046070704}]
[]
[]
[]
[]
[]
[{"$nulls":45},"nin = max(0,9*n; n^0,9)"]
[]
[]
[{"$nulls":32},"doppio lock"]
[]
[]
[{"$nulls":32},{"$f":"IF('LOCK-T'!H65=\"Viti inclinate\",\"Viti inclinate\",\"uplift\")","v":"uplift"}]
[{"$nulls":32},{"$f":"IF('LOCK-T'!H65='LOCK-T'!AB62,VLOOKUP(B6,Data!AA32:AC50,3,FALSE),VLOOKUP(B6,Data!AA32:AC50,2,FALSE))","v":3},"primo lock"]
[{"$nulls":32},{"$f":"IF('LOCK-T'!H65='LOCK-T'!AB62,VLOOKUP('LOCK-T'!I97,Data!AA32:AC50,3,FALSE),VLOOKUP('LOCK-T'!I97,Data!AA32:AC50,2,FALSE))","v":1},"secondo lock"]

{"sheet":"secondo_Uplift","index":11,"n_rows":23,"n_cols":55,"rows_kept":23,"hidden":true,"merged":[[1,1,1,4],[3,1,3,6],[3,7,3,28],[3,29,3,52],[10,7,10,10],[10,29,10,32]]}
[]
[null,"LOCK-T \nCALCOLO RESISTENZA CARATTERISTICA "]
[]
[null,"GEOMETRIA LOCK",{"$nulls":5},"RESISTENZA TRAVE SECONDARIA",{"$nulls":21},"RESISTENZA TRAVE PRIMARIA",{"$nulls":23},"RESISTENZA ALLUMINIO","RESISTENZA FINALE"]
[null,"Modello \nLock","Altezza\n(mm)","Modulo","Numero di moduli","Larghezza Lock","Spessore Lock \n(mm)","Tipo di legno","Tipo di connettore","Numero connettori","d\n(mm)","l\n(mm)","Filetto b\n(mm)","My,Rk\n(Nmm)","ftens,k\n(N)","ρk \n(kg/m3)","α\n","fh,k\n(N/mm2)","a","b","kax","β","kβ","fax,k","Fax,Rk [90°]\n(N)","Fv,Rk (a)\n(N)","Fv,Rk (b)\n(N)","Fv,J,Rk\n(N)","F3,J,Rk\n(N)","Tipo di legno","Tipo di connettore","Numero connettori","β","d\n(mm)","l\n(mm)","Filetto b\n(mm)","My,Rk\n(Nmm)","ftens,k\n(N)","ρk \n(kg/m3)","α\n","fh,k\n(N/mm2)","a","b","kax","kβ","fax,k","Fax,H,Rk\n(N)","Fv,Rk (a)\n(N)","Fv,Rk (b)\n(N)","Fv,H,Rk\n(N)","F2,H,Rk\n(N)","kH,2","F3,H,Rk\n(N)","F2,alu,Rk\n(N)","F3,Rk\n(KN)"]
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[{"$nulls":24},"Fax,Rk [0°]\n(N)"]
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[]
[]
[{"$nulls":7},"embedding strength ETA",{"$nulls":21},"embedding strength ETA"]
[{"$nulls":8},"non pre-drilled","pre-drilled",null,"α\n",{"$nulls":18},"non pre-drilled","pre-drilled",null,"α\n"]
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[]
[{"$nulls":7},"LVL",{"$f":"0.082*P6*K6^(-0.3)/((2.5*COS(RADIANS(L13))^2+SIN(RADIANS(L13))^2)*(1.5*COS(RADIANS(V6))^2+SIN(RADIANS(V6))^2))","v":4.512891546586796},{"$f":"0.082*P6*(1-0.01*K6)/((2.5*COS(RADIANS(L13))^2+SIN(RADIANS(L13))^2)*(1.5*COS(RADIANS(V6))^2+SIN(RADIANS(V6))^2))","v":7.5243199999999995},{"$nulls":19},"LVL",{"$f":"0.082*AM6*AH6^(-0.3)/((2.5*COS(RADIANS(AH13))^2+SIN(RADIANS(AH13))^2)*(1.5*COS(RADIANS(AG6))^2+SIN(RADIANS(AG6))^2))","v":12.986506030713803},{"$f":"0.082*AM6*(1-0.01*AH6)/((2.5*COS(RADIANS(AH13))^2+SIN(RADIANS(AH13))^2)*(1.5*COS(RADIANS(AG6))^2+SIN(RADIANS(AG6))^2))","v":19.994333333333334}]
[]
[{"$nulls":7},"CLT",{"$f":"IF(L13=0,20*K6^(-0.5),0.082*P6*K6^(-0.3)/((2.5*COS(RADIANS(L13))^2+SIN(RADIANS(L13))^2)))","v":7.559289460184544},{"$nulls":20},"CLT",{"$f":"IF(AH13=0,20*AH6^(-0.5),0.082*AM6*AH6^(-0.3)/((2.5*COS(RADIANS(AH13))^2+SIN(RADIANS(AH13))^2)))","v":19.479759046070704}]
[]
[]
[]
[]
[]
[{"$nulls":45},"nin = max(0,9*n; n^0,9)"]

{"sheet":"Axial","index":12,"n_rows":17,"n_cols":53,"rows_kept":17,"hidden":true,"merged":[[1,1,1,4],[3,1,3,6],[3,7,3,27],[3,28,3,47],[10,7,10,10],[10,28,10,31]]}
[]
[null,"LOCK-T \nCALCOLO RESISTENZA CARATTERISTICA "]
[]
[null,"GEOMETRIA LOCK",{"$nulls":5},"RESISTENZA TRAVE SECONDARIA",{"$nulls":20},"RESISTENZA TRAVE PRIMARIA",{"$nulls":22},"RESISTENZA ALLUMINIO","RESISTENZA FINALE"]
[null,"Modello \nLock","Altezza\n(mm)","Modulo","Numero di moduli","Larghezza Lock","Spessore Lock \n(mm)","Tipo di legno","Tipo di connettore","Numero connettori","d\n(mm)","l\n(mm)","Filetto b\n(mm)","My,Rk\n(Nmm)","ftens,k\n(N)","ρk \n(kg/m3)","α\n","fh,k\n(N/mm2)","a","b","kax","β","kβ","fax,k","Fax,Rk\n(N)","kLOCK","Fax,J,Rk/kLOCK (a)\n(N)","Ftens,J,k\n(N)","Tipo di legno","Tipo di connettore","Numero connettori","β","d\n(mm)","l\n(mm)","Filetto b\n(mm)","My,Rk\n(Nmm)","ftens,k\n(N)","ρk \n(kg/m3)","α\n","fh,k\n(N/mm2)","a","b","kax","kβ","fax,k","Fax,H,Rk\n(N)","kLOCK","Fax,H,Rk/kLOCK (a)\n(N)","Ftens,H,k\n(N)","F1,H,Rk\nprimaria\n(N)","F1,J,Rk\nsecondaria\n(N)","F1,alu,Rk\n(N)","F1,Rk\n(kN)"]
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[]
[]
[]
[]
[{"$nulls":7},"embedding strength ETA",{"$nulls":20},"embedding strength ETA"]
[{"$nulls":8},"non pre-drilled","pre-drilled",null,"α\n",{"$nulls":17},"non pre-drilled","pre-drilled",null,"α\n"]
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{"sheet":"secondo_Axial","index":13,"n_rows":17,"n_cols":53,"rows_kept":17,"hidden":true,"merged":[[1,1,1,4],[3,1,3,6],[3,7,3,27],[3,28,3,47],[10,7,10,10],[10,28,10,31]]}
[]
[null,"LOCK-T \nCALCOLO RESISTENZA CARATTERISTICA "]
[]
[null,"GEOMETRIA LOCK",{"$nulls":5},"RESISTENZA TRAVE SECONDARIA",{"$nulls":20},"RESISTENZA TRAVE PRIMARIA",{"$nulls":22},"RESISTENZA ALLUMINIO","RESISTENZA FINALE"]
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[]
[]
[]
[]
[{"$nulls":7},"embedding strength ETA",{"$nulls":20},"embedding strength ETA"]
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[]
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[]
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