{
{
"Erreur ! :", //0
"Attention :", //1
"Systeme de poutre calculable.", //2
"ne peut calculer une poutre inexistante;", //3
"pas d'éléments poutre présent dans l'étude.", //4
"système non calculable (possédant des mobilités internes).", //5
"il ne peut y avoir d'éléments apres le dernier encastrement !(revoyez vos extrémités de poutre).", //6
"le systeme semble calculable mais est hyperstatique", //7
"Ne parvient pas à résoudre le système !\nsoit par présence de mobilités internes dues à la géométrie\nsoit par une incohérence numérique des données\ncréant une matrice de résolution singulière.", //8
"Caract de l'élément", //9
"Point libre", //10
"Appuis Simple", //11
"Appuis Elast.", //12
"Encastrement", //13
"Enc. Elast.", //14
"Rotule", //15
"Rotule Elast.", //16
"Décalage", //17
"Angle", //18
"Force", //19
"Couple", //20
"Poutre", //21
"Poutre", //22
"Poutre", //23
"Type Non Chargée", //24
"Type Charge Constante", //25
"Type Charge Linéaire", //26
"Type Force", //27
"Type Couple", //28
"Type Rotule Elastique", //29
"Appuis Elastique", //30
"Type Dénivelé", //31
"Type Cassure Angulaire", //32
"Type Encastrement Elast.", //33
"Caracteristiques générales", //34
"Titre :", //35
"prise en compte = ", //36
"[1: oui, 0: non]", //37
"Unité de Long.", //38
"Unité de force", //39
"Unité d'angle", //40
" nom de fichier incorrect", //41
" ne peut écrire à cet endroit. Changez de répertoire", //42
"Ecriture du fichier : ", //43
"Lecture du fichier : ", //44
"Selctionner le fichier à lire", //45
"Selctionner le fichier à écrire", //46
"Selctionner le fichier pdf à générer", //47
"impossible de choisir un répertoire à partir de ", //48
"ne peut écrire le fichier ", //49
"doit être utilisé dans une autre application !", //50
"Schéma de la poutre :", //51
"Diagramme : ", //52
"Effort Tranchant en ", //53
"Moment Flechissant en ", //54
"Pente dy/dx en rd", //55
"Fleche en ", //56
"Sigma max en ", //57
"Tau max en ", //58
"Fichier de definition de l'étude :", //59
"Caractéristiques détaillées des résultats des différents éléments", //60
"(attention ! la contrainte maximale est dépassée)", //61
"Confirmez la sortie du programme", //62
"Confirmez l'effacement", //63
"Général", //64
"Unité L : ", //65
"Unité F : ", //66
"Unité A : ", //67
"Courbes non calculées", //68
"Effort Tranchant", //69
"Moment Flechissant", //70
"Pente", //71
"Fleche", //72
"Sigma", //73
"Tau", //74
"Force = ", //75
"Couple = ", //76
"Raideur = ", //77
"Décalage = ", //78
"Angle = ", //79
"Raideur ver. = ", //80
"Raideur ang. = ", //81
"Fichier ", //82
"inexistant !! ", //83
"<F1>: bib. profilés <F2>: bib. matiere", //84
"<Esc>: sortie ; <Ctrl><Enter>: valid.", //85
"Type Non Chargée", //86
"Type Charge Constante", //87
"Type Charge Linéaire", //88
"Nom Profilé : ", //89
"Longueur = ", //90
"Inertie = ", //91
"h fibre neutre = ", //92
"Moment statique = ", //93
"b fibre neutre = ", //94
"Section = ", //95
"Matière : ", //96
"Masse vol = ", //97
"Module Young = ", //98
"Masse Linéaire = ", //99
"Charge p1 = ", //100
"Charge p2 = ", //101
"Charge  p = ", //102
"Contrainte maxi = ", //103
"Francais selectionné"  //104
},
{
"Error! :", //0
"Warning:", //1
"Calculable beam system.", //2
"cannot calculate a non-existent beam;", //3
"no beam elements present in the study", //4
"non-computable system (with internal mobilities)", //5
"there can be no elements after the last embedding! (check your beam ends)", //6
"the system seems calculable but is hyperstatic", //7
"Does not manage to solve the system !\nEither by the presence of internal mobilities due to the geometry\nor by a numerical inconsistency of the data\ncreating a singular resolution matrix.", //8
"Character of the element", //9
"Free Point", //10
"Simple Supports", //11
"Elast. supports", //12
"Embedding", //13
"Elast. Embed.", //14
"Ball joint", //15
"Elast. ball joint", //16
"Offset", //17
"Angle", //18
"Force", //19
"Torque", //20
"Beam", //21
"Beam", //22
"Beam", //23
"Type Unloaded", //24
"Type Constant Load", //25
"Type Linear Load", //26
"Type Force", //27
"Torque Type", //28
"Type Elastic Ball", //29
"Elastic Support Type", //30
"Type Levelling", //31
"Type Angular Break", //32
"Elast. embedding type", //33
"General Characteristics", //34
"Title:", //35
"consideration = ", //36
"[1: yes, 0: no]", //37
"Unit of Length", //38
"Unit of Force", //39
"Unit of angle", //40
"incorrect file name", //41
"cannot write to this location. Change directory", //42
"Write file:", //43
"Read file:", //44
"Select file to read", //45
"Select file to write", //46
"Selctioner le fichier pdf à générer", //47
"impossible to choose a directory from", //48
"cannot write the file", //49
"must be used in another application", //50
"beam diagram:", //51
"Diagram:", //52
"Shear force in ", //53
"Bending moment in ", //54
"Slope dy/dx in rd", //55
"Deformation in", //56
"Sigma max in ", //57
"Tau max in ", //58
"Study definition file:", //59
"Detailed characteristics of the results of the different elements", //60
"(caution! maximum stress is exceeded)", //61
"Confirm program exit", //62
"Confirm deletion", //63
"General", //64
"Unit L : ", //65
"Unit F : ", //66
"Unit A : ", //67
"Curves not calculated", //68
"Cutting Force", //69
"Bending moment", //70
"Slope", //71
"deflection", //72
"Sigma", //73
"Tau", //74
"Force = ", //75
"Torque = ", //76
"Stiffness = ", //77
"Offset = ", //78
"Angle = ", //79
"Stiffness ver. = ", //80
"Stiffness ang. = ", //81
"File", //82
"non-existent! ", //83
"<F1>: profile lib. <F2>: material lib.", //84
"<Esc>: exit; <Ctrl><Enter>: valid.", //85
"Type Unloaded", //86
"Type Constant Load", //87
"Type Linear Load", //88
"Profile name: ", //89
"Length = ", //90
"Inertia = ", //91
"h neutral fiber = ", //92
"Static Moment = ", //93
"b neutral fiber = ", //94
"Section = ", //95
"Material : ", //96
"Density = ", //97
"Young's modulus = ", //98
"Linear mass = ", //99
"Load p1 = ", //100
"Load p2 = ", //101
"Load  p = ", //102
"maximum stress = ", //103
"English selected"  //104
},
{
"Fehler! :", //0
"Achtung:", //1
"Balkensystem berechenbar.", //2
"kann einen nicht vorhandenen Träger nicht berechnen;", //3
"keine Balkenelemente in der Studie vorhanden", //4
"System nicht berechenbar (besitzt innere Beweglichkeit)", //5
"Es kann keine Elemente nach der letzten Einspannung geben! (Überprüfen Sie Ihre Balkenenden)", //6
"Das System scheint berechenbar, ist aber hyperstatisch", //7
"Kann das System nicht lösen!\nEntweder durch interne Bewegungen aufgrund der Geometrie\noder durch eine numerische Inkonsistenz der Daten,\ndie eine einzigartige Lösungsmatrix erzeugt.", //8
"Elementarteil", //9
"Freier Punkt", //10
"Einfache Stützen", //11
"Elast. Auflager", //12
"Einbettung", //13
"Elast. Einbau", //14
"Kugelgelenk", //15
"Kugelgelenk Elast.", //16
"Versatz", //17
"Winkel", //18
"Kraft", //19
"Drehmoment", //20
"Balken", //21
"Balken", //22
"Träger", //23
"Typ Nicht belastet", //24
"Typ Konstante Belastung", //25
"Typ Linienlast", //26
"Typ Kraft", //27
"Art des Drehmoments", //28
"Typ Elastisches Kugelgelenk", //29
"Elastische Stützen", //30
"Art des Höhenunterschieds", //31
"Typ Winkelbruch", //32
"Typ Elast. Einbettung", //33
"Allgemeine Merkmale", //34
"Titel:", //35
"berücksichtigt =", //36
"[1: ja, 0: nein]", //37
"Längeneinheit", //38
"Einheit der Kraft", //39
"Einheit des Winkels", //40
"falscher Dateiname", //41
" kann an dieser Stelle nicht schreiben. Wechseln Sie in ein anderes Verzeichnis", //42
"Datei schreiben:", //43
"Datei lesen:", //44
"Selctionate the file to read", //45
"Selction the file to write", //46
"Die zu erzeugende pdf-Datei absondern", //47
"kann kein Verzeichnis von wählen", //48
"kann die Datei nicht schreiben", //49
"muss in einer anderen Anwendung verwendet werden!", //50
"Schema des Balkens:", //51
"Diagramm:", //52
"Querkraft in:", //53
"Streckmoment in ", //54
"Steigung dy/dx in rd", //55
"Pfeil in", //56
"Sigma max in", //57
"Tau max in ", //58
"Studiendefinitionsdatei:", //59
"Detaillierte Merkmale der Ergebnisse der einzelnen Elemente", //60
"(Achtung! Die maximale Einschränkung wird überschritten)", //61
"Bestätigen Sie das Beenden des Programms", //62
"Bestätigen Sie das Löschen", //63
"Allgemein", //64
"Einheit L : ", //65
"Einheit F : ", //66
"Einheit A : ", //67
"Nicht berechnete Kurven", //68
"Schnittkraft", //69
"Spreizmoment", //70
"Steigung", //71
"Pfeil", //72
"Sigma", //73
"Tau", //74
"Kraft = ", //75
"Drehmoment =", //76
"Steifigkeit =", //77
"Versatz =", //78
"Winkel =", //79
"Steigung ver. =", //80
"Steigung ang. =", //81
"Datei", //82
"nicht vorhanden!!! ", //83
"<F1>: bib. profile <F2>: bib. material", //84
"<Esc>: Ausgabe; <Ctrl><Enter>: valid.", //85
"Typ Nicht belastet", //86
"Typ Konstante Belastung", //87
"Typ Lineare Belastung", //88
"Profilname:", //89
"Länge = ", //90
"Trägheit = ", //91
"h neutrale Faser = ", //92
"Statisches Moment = ", //93
"b neutrale Faser = ", //94
"Abschnitt = ", //95
"Material: ", //96
"Dichte = ", //97
"Young-Modul = ", //98
"Lineare Masse = ", //99
"Last p1 = ", //100
"Last p2 = ", //101
"Last  p = ", //102
"max. Belastung = ", //103
"ausgewähltes Deutsch"  //104
},
{
"¡Error! :", //0
"Advertencia:", //1
"Sistema de vigas calculable", //2
"no puede calcular una viga inexistente;", //3
"no hay elementos de viga presentes en el estudio", //4
"sistema no computable (con movilidades internas)", //5
"¡no puede haber elementos después del último empotramiento! (compruebe los extremos de sus vigas)", //6
"el sistema parece calculable pero es hiperestático", //7
"¡No consigue resolver el sistema!\nYa sea por la presencia de movilidades internas debidas a la geometría\no por una incoherencia numérica de los datos\nque crea una matriz de resolución singular.", //8
"Carácter del elemento", //9
"Punto Libre", //10
"Soportes simples", //11
"Soportes elast.", //12
"Incrustación", //13
"Incrust. Elast", //14
"Rótula", //15
" Rótula elast.", //16
"Desplazamiento", //17
"Ángulo", //18
"Fuerza", //19
"Torque", //20
"Viga", //21
"Viga", //22
"Viga", //23
"Tipo Descargado", //24
"Tipo Carga Constante", //25
"Tipo Carga Lineal", //26
"Tipo Fuerza", //27
"Tipo de par", //28
"Tipo Bola Elástica", //29
"Tipo de soporte elástico", //30
"Nivelación de tipos", //31
"Tipo ruptura angular", //32
"Tipo de incrust. elast.", //33
"Características generales", //34
"Título:", //35
"consideración = ", //36
"[1: sí, 0: no]", //37
"Unidad de longitud", //38
"Unidad de fuerza", //39
"Unidad de ángulo", //40
"nombre de archivo incorrecto", //41
"no puede escribir a esta ubicación. Cambiar directorio", //42
"Escribir archivo:", //43
"Leer fichero:", //44
"Seleccionar archivo a leer", //45
"Seleccionar archivo a escribir", //46
"Seleccionar el archivo pdf para generar", //47
"imposible elegir un directorio", //48
"no se puede escribir el archivo", //49
"debe utilizarse en otra aplicación", //50
"diagrama de haces:", //51
"Diagrama:", //52
"Fuerza cortante en ", //53
"Momento flector en ", //54
"Pendiente dy/dx en rd", //55
"Flecha dentro", //56
"Sigma max en ", //57
"Tau max en ", //58
"Fichero de definición del estudio:", //59
"Características detalladas de los resultados de los distintos elementos", //60
"(¡Atención! se ha superado la tensión máxima)", //61
"Confirmar salida del programa", //62
"Confirmar borrado", //63
"General", //64
"Unidad L : ", //65
"Unidad F : ", //66
"Unidad A : ", //67
"Curvas no calculadas", //68
"Fuerza de corte", //69
"Momento de flexión", //70
"Pendiente", //71
"Flecha", //72
"Sigma", //73
"Tau", //74
"Fuerza = ", //75
"Par = ", //76
"Rigidez = ", //77
"Desplazamiento = ", //78
"Ángulo = ", //79
"Rigidez ver. = ", //80
"Rigidez ang. = ", //81
"Archivo", //82
"¡inexistente! ", //83
"<F1>: bib. perfiles <F2>: bib. materiales", //84
"<Esc>: salir; <Ctrl><Intro>: válido.", //85
"Tipo Descargado", //86
"Tipo Carga Constante", //87
"Tipo Carga Lineal", //88
"Nombre del perfil:", //89
"Longitud = ", //90
"Inercia = ", //91
"h fibra neutra = ", //92
"Momento estático = ", //93
"b fibra neutra = ", //94
"Sección = ", //95
"Material : ", //96
"Densidad = ", //97
"Módulo de Young = ", //98
"Masa lineal = ", //99
"Cargar p1 = ", //100
"Cargar p2 = ", //101
"Cargar p = ", //102
"tensión máxima = ", //103
"Español seleccionado"  //104
},
{
"Errore! :", //0
"Attenzione:", //1
"Sistema di travi calcolabili", //2
"non può calcolare un raggio inesistente;", //3
"nessun elemento della trave presente nello studio", //4
"sistema non computabile (con mobilità interna)", //5
"Non ci possono essere elementi dopo l'ultima incorporazione (controllare le estremità della trave)", //6
"il sistema sembra calcolabile ma è iperstatico", //7
"Non riesce a risolvere il sistema!\nO per la presenza di mobilità interne dovute alla geometria\no per un'incoerenza numerica dei dati\nche crea una matrice di risoluzione singolare.", //8
"Carattere dell'elemento", //9
"Punto libero", //10
"Supporti semplici", //11
"Supporti Elast.", //12
"Incorporazione", //13
"Incorp. Elast.", //14
"Giunto sferico", //15
"Giunto sferico elast", //16
"Offset", //17
"Angolo", //18
"Forza", //19
"Coppia", //20
"Trave", //21
"Trave", //22
"Trave", //23
"Tipo scarico", //24
"Tipo Carico costante", //25
"Tipo Carico lineare", //26
"Tipo Forza", //27
"Tipo di coppia", //28
"Tipo Palla elastica", //29
"Tipo di supporto elastico", //30
"Livellamento del tipo", //31
"Tipo rottura angolare", //32
"Tipo di incorporazione Elast.", //33
"Caratteristiche generali", //34
"Titolo:", //35
"considerazione = ", //36
"[1: sì, 0: no]", //37
"Unità di lunghezza", //38
"Unità di forza", //39
"Unità d'angolo", //40
"nome del file non corretto", //41
"Non è possibile scrivere a questa posizione. Cambia directory", //42
"Scrivi file:", //43
"Leggi il file:", //44
"Selezionare il file da leggere", //45
"Selezionare il file da scrivere", //46
"Seleziona il file pdf da generare", //47
"impossibile scegliere una directory", //48
"Impossibile scrivere il file", //49
"deve essere utilizzato in un'altra applicazione", //50
"diagramma del fascio:", //51
"Diagramma:", //52
"Forza di taglio in ", //53
"Momento flettente in ", //54
"Pendenza dy/dx in rd", //55
"Freccia in", //56
"Sigma max in ", //57
"Tau max in ", //58
"File di definizione dello studio:", //59
"Caratteristiche dettagliate dei risultati dei diversi elementi", //60
"(Attenzione: la sollecitazione massima è stata superata)", //61
"Conferma l'uscita dal programma", //62
"Conferma cancellazione", //63
"Generale", //64
"Unità L : ", //65
"Unità F : ", //66
"Unità A : ", //67
"Curve non calcolate", //68
"Forza di taglio", //69
"Momento flettente", //70
"Pendenza", //71
"Freccia", //72
"Sigma", //73
"Tau", //74
"Forza = ", //75
"Coppia = ", //76
"Rigidità = ", //77
"Offset = ", //78
"Angolo = ", //79
"Rigidità ver. = ", //80
"Rigidità ang. = ", //81
"File", //82
"inesistente! ", //83
"<F1>: lib. profili <F2>: lib. materiali", //84
"<Esc>: uscita; <Ctrl><Enter>: valido.", //85
"Tipo Scaricato", //86
"Tipo Carico costante", //87
"Tipo carico lineare", //88
"Nome del profilo:", //89
"Comprimento = ", //90
"Inércia = ", //91
"h fibra neutra = ", //92
"Momento estático = ", //93
"b fibra neutra = ", //94
"Sezione = ", //95
"Materiale : ", //96
"Densità = ", //97
"Módulo dos jovens = ", //98
"Massa linear = ", //99
"Carga p1 = ", //100
"Carga p2 = ", //101
"Carga p = ", //102
"sollecitazione massima = ", //103
"Italiano selezionato"  //104
},
{
"Erro! :", //0
"Advertência:", //1
"Sistema de feixe calculável", //2
"não pode calcular um feixe inexistente;", //3
"sem elementos de feixe presentes no estudo", //4
"sistema não calculável (com mobilidades internas)", //5
"não pode haver elementos após a última incorporação! (verifique as extremidades do seu feixe)", //6
"o sistema parece calculável mas é hiperestático", //7
"Não consegue resolver o sistema!\nOu pela presença de mobilidades internas devido à geometria\nou por uma inconsistência numérica dos dados,\ncriando uma matriz de resolução singular", //8
"Carácter do elemento", //9
"Ponto Livre", //10
"Apoios Simples", //11
"Elast. suportes", //12
"Embutir", //13
"Incorpo. Elast.", //14
"Junta Esférica", //15
"Elast. junta esférica", //16
"Offset", //17
"Ângulo", //18
"Força", //19
"Torque", //20
"Trave", //21
"Trave", //22
"Trave", //23
"Tipo Descarregado", //24
"Tipo Carga Constante", //25
"Tipo Carga Linear", //26
"Tipo Força", //27
"Tipo de Torque", //28
"Tipo Bola Elástica", //29
"Tipo de suporte elástico", //30
"Nivelamento do tipo", //31
"Tipo Quebra Angular", //32
"Elast. tipo embedding", //33
"Características Gerais", //34
"Título:", //35
"consideração = ", //36
"[1: sim, 0: não]", //37
"Unidade de Comprimento", //38
"Unidade de Força", //39
"Unidade de ângulo", //40
"nome de ficheiro incorrecto", //41
"não pode escrever para este local. Alterar directório", //42
"Escrever ficheiro:", //43
"Ler ficheiro:", //44
"Seleccionar ficheiro a ler", //45
"Seleccionar ficheiro para escrever", //46
"Selctioner le fichier pdf à générer", //47
"impossível de escolher um directório de", //48
"não pode escrever o ficheiro", //49
"deve ser utilizado noutra aplicação", //50
"diagrama de feixe:", //51
"Diagrama:", //52
"Shear force in ", //53
"Momento de flexão em ", //54
"Slope dy/dx in rd", //55
"Flecha dentro", //56
"Sigma max in ", //57
"Tau max in ", //58
"Ficheiro de definição do estudo:", //59
"Características detalhadas dos resultados dos diferentes elementos", //60
"(Atenção, a tensão máxima foi ultrapassada)", //61
"Confirmar saída do programa", //62
"Confirmar eliminação", //63
"Geral", //64
"Unidade L : ", //65
"Unidade F : ", //66
"Unidade A : ", //67
"Curvas não calculadas", //68
"Força de corte", //69
"Momento de flexão", //70
"Inclinação", //71
"Flecha", //72
"Sigma", //73
"Tau", //74
"Força = ", //75
"Torque = ", //76
"Rigidez = ", //77
"Offset = ", //78
"Angle = ", //79
"Stiffness ver. = ", //80
"Ang. de rigidez = ", //81
"Ficheiro", //82
"inexistente! ", //83
"<F1>: bib. perfis <F2>: bib. materiais", //84
"<Esc>: saída; <Ctrl><Enter>: válido", //85
"Tipo Descarregado", //86
"Tipo Carga Constante", //87
"Tipo Carga Linear", //88
"Nome do perfil: ", //89
"Comprimento = ", //90
"Inércia = ", //91
"h fibra neutra = ", //92
"Momento estático = ", //93
"b fibra neutra = ", //94
"Secção = ", //95
"Material : ", //96
"Densidade = ", //97
"Módulo dos jovens = ", //98
"Massa linear = ", //99
"Carga p1 = ", //100
"Carga p2 = ", //101
"Carga p = ", //102
"tensão máxima = ", //103
"Portoghese selezionato"  //104
},
{
"Fout! :", //0
"Waarschuwing:", //1
"Berekenbaar balksysteem", //2
"kan een niet-bestaande balk niet berekenen", //3
"geen balkelementen aanwezig in de studie", //4
"niet-berekenbaar systeem (met interne mobiliteiten)", //5
"er kunnen geen elementen zijn na de laatste inbedding (controleer je balkuiteinden)", //6
"het systeem lijkt berekenbaar maar is hyperstatisch", //7
"Kan het stelsel niet oplossen!\nOfwel door de aanwezigheid van interne mobiliteit door de geometrie,\nofwel door numerieke inconsistentie van de data,\nwaardoor een singuliere oplossingsmatrix ontstaat.", //8
"Karakter van het element", //9
"Vrij punt", //10
"eenvoudige steunen", //11
"Elast. steunen", //12
"Inbedding", //13
"Eelast. inbed.", //14
"Kogelgewricht", //15
"Elast. kogelgewricht", //16
"offset", //17
"hoek", //18
"Kracht", //19
"Koppel", //20
"balk", //21
"Straal", //22
"Straal", //23
"Type onbelast", //24
"Type constante belasting", //25
"Type lineaire belasting", //26
"Krachttype", //27
"Torsietype", //28
"Elastisch kogelgewricht", //29
"Elastisch ondersteuningstype", //30
"Niveau Type", //31
"Type hoekverdraaiing", //32
"Elastisch inbeddingstype", //33
"Algemene kenmerken", //34
"Titel:", //35
"In aanmerking genomen = ", //36
"[1: ja, 0: nee]", //37
"Eenheid van lang", //38
"Eenheid van kracht", //39
"Hoekeenheid", //40
"Onjuiste bestandsnaam", //41
"Kan niet naar deze locatie schrijven. Wijzig directory", //42
"Bestand schrijven:", //43
"Bestand lezen:", //44
"Deselecteer bestand om te lezen", //45
"Selecteer bestand om te schrijven", //46
"Selecteer het pdf-bestand om te genereren", //47
"onmogelijk om een map te kiezen", //48
"kan het bestand niet schrijven", //49
"moet in een andere toepassing worden gebruikt", //50
"balk diagram:", //51
"diagram:", //52
"Schuifkracht in ", //53
"Buigmoment in", //54
"Helling dy/dx in rd", //55
"Pijl in", //56
"Sigma max in ", //57
"Tau max in ", //58
"Bestand met onderzoeksdefinitie:", //59
"Gedetailleerde kenmerken van de resultaten van de verschillende elementen", //60
"Afsluiten programma bevestigen", //61
"(Waarschuwing! de maximale spanning is overschreden)", //62
"Verwijdering bevestigen", //63
"Algemeen", //64
"Eenheid L :", //65
"Eenheid F :", //66
"Eenheid A :", //67
"Krommen niet berekend", //68
"Schuifkracht", //69
"Buigmoment", //70
"Helling", //71
"Pijl", //72
"Sigma", //73
"Tau", //74
"Kracht = ", //75
"Koppel = ", //76
"Stijfheid =", //77
"Offset = ", //78
"Hoek = ", //79
"Stijfheid ver. = ", //80
"Hoek = ", //81
"Bestand", //82
"niet-bestaand ! ", //83
"<F1>: profielen bib. <F2>: materiaal bib.", //84
"<Esc>: afsluiten; <Ctrl><Enter>: geldig.", //85
"Type ongeladen", //86
"Type Constante belasting", //87
"Type lineaire belasting", //88
"Profielnaam: ", //89
"Lengte = ", //90
"Traagheid = ", //91
"h neutrale vezel = ", //92
"Statisch moment = ", //93
"b neutrale vezel = ", //94
"Doorsnede = ", //95
"Materiaal : ", //96
"Dichtheid = ", //97
"Modulus van Young = ", //98
"Lineaire massa = ", //99
"Belasting p1 = ", //100
"Belasting p2 = ", //101
"Belasting p = ", //102
"maximale stress = ", //103
"Nederlands geselecteerd"  //104
},
{
"Błąd! :", //0
"Ostrzeżenie:", //1
"Obliczalny system wiązek", //2
"nie można obliczyć nieistniejącej belki", //3
"brak elementów belki w badaniu", //4
"układ nieobliczalny (z wewnętrznymi ruchami)", //5
"nie może być żadnych elementów po ostatnim osadzeniu (sprawdź końce belki)", //6
"układ wydaje się obliczalny, ale jest hiperstatyczny", //7
"Nie można rozwiązać układu!\nalbo z powodu obecności wewnętrznej mobilności wynikającej z geometrii,\nalbo z powodu numerycznej niespójności danych,\ntworzącej osobliwą macierz rozdzielczości", //8
"Charakter elementu", //9
"Punkt swobodny", //10
"Podpory proste", //11
"Elast. podpory", //12
"Osadzanie", //13
"Elasty. Osadzan.", //14
"Przegub kulowy", //15
"Elast. przegub kulowy", //16
"Offset", //17
"Kąt", //18
"Siła", //19
"Moment obrotowy", //20
"Belka", //21
"Beam", //22
"Beam", //23
"Typ nieobciążony", //24
"Typ stałego obciążenia", //25
"Typ obciążenia liniowego", //26
"Typ siły", //27
"Typ momentu obrotowego", //28
"Typ elastycznego przegubu kulowego", //29
"Typ elastycznego podparcia", //30
"Typ poziomy", //31
"Typ łamania kątowego", //32
"Typ osadzenia elastycznego", //33
"Ogólna charakterystyka", //34
"Tytuł:", //35
"brane pod uwagę = ", //36
"1: tak, 0: nie]", //37
"Jednostka długości", //38
"Jednostka siły", //39
"Jednostka kąta", //40
"Nieprawidłowa nazwa pliku", //41
"Nie można zapisać w tej lokalizacji. Zmień katalog", //42
"Zapisz plik:", //43
"Odczytaj plik:", //44
"Odznacz plik do odczytu", //45
"Wybierz plik do zapisu", //46
"Wybierz plik pdf do wygenerowania", //47
"nie można wybrać katalogu", //48
"nie można zapisać pliku", //49
"musi być używany w innej aplikacji", //50
"schemat wiązki:", //51
"Diagram:", //52
"Siła tnąca w ", //53
"Moment zginający w", //54
"Nachylenie dy/dx w rd", //55
"Strzałka w", //56
"Sigma max in", //57
"Tau max in", //58
"Plik definicji badania:", //59
"Szczegółowa charakterystyka wyników różnych elementów", //60
"(Ostrzeżenie! maksymalne obciążenie zostało przekroczone)", //61
"Potwierdź wyjście z programu", //62
"Potwierdź usunięcie", //63
"Ogólne", //64
"Jednostka L:", //65
"Jednostka F:", //66
"Jednostka A:", //67
"Krzywe nie zostały obliczone", //68
"Siła ścinająca", //69
"Moment zginający", //70
"Nachylenie", //71
"Strzałka", //72
"Sigma", //73
"Tau", //74
"Siła =", //75
"Torque", //76
"Sztywność =", //77
"Offset = ", //78
"Kąt =", //79
"Wersja sztywności = ", //80
"Kąt sztywności = ", //81
"Plik", //82
"nie istnieje! ", //83
"<F1>: bib. profili <F2>: bib. materiałów", //84
"<Esc>: exit; <Ctrl><Enter>: valid.", //85
"Type Unloaded", //86
"Typ stałego obciążenia", //87
"Typ obciążenia liniowego", //88
"Nazwa profilu: ", //89
"Długość = ", //90
"Bezwładność = ", //91
"h włókno neutralne = ", //92
"Moment statyczny = ", //93
"b włókno neutralne = ", //94
"Sekcja = ", //95
"Materiał : ", //96
"Gęstość = ", //97
"Moduł Younga = ", //98
"Masa liniowa = ", //99
"Obciążenie p1 = ", //100
"Obciążenie p2 = ", //101
"Obciążenie p = ", //102
"maksymalny ładunek = ", //103
"Pools geselecteerd"  //104
},
{
"Σφάλμα! : ", //0
"Προειδοποίηση: ", //1
"Υπολογίσιμο σύστημα δοκού", //2
"Δεν μπορεί να υπολογιστεί μια ανύπαρκτη δέσμη", //3
"δεν υπάρχουν στοιχεία δοκού στη μελέτη", //4
"μη υπολογίσιμο σύστημα (με εσωτερικές κινητικότητες)", //5
"δεν μπορεί να υπάρχουν στοιχεία μετά την τελευταία ενσωμάτωση (ελέγξτε τα άκρα των δοκών σας)", //6
"το σύστημα φαίνεται υπολογίσιμο αλλά είναι υπερστατικό", //7
"Δεν μπορεί να λύσει το σύστημα !\nΕίτε λόγω της παρουσίας εσωτερικής κινητικότητας λόγω της γεωμετρίας\nείτε λόγω αριθμητικής ασυνέπειας των δεδομένων\nδημιουργείται ένας μοναδικός πίνακας επίλυσης.", //8
"Χαρακτήρας του στοιχείου", //9
"Ελεύθερο σημείο", //10
"Απλά στηρίγματα", //11
"Ελαστ. στηρίγματα", //12
"Ενσωμάτωση", //13
"Ελαστ. ενσωμάτωση", //14
"Σφαιρική άρθρωση", //15
"Ελαστ. σφαιρική άρθρωση", //16
"Offset", //17
"Γωνία", //18
"Δύναμη", //19
"Ροπή", //20
"Δοκός", //21
"δέσμη", //22
"δέσμη", //23
"Τύπος χωρίς φορτίο", //24
"Τύπος σταθερού φορτίου", //25
"Τύπος γραμμικού φορτίου", //26
"Τύπος δύναμης", //27
"Τύπος ροπής", //28
"Τύπος ελαστικής σφαιρικής άρθρωσης", //29
"Ελαστική στήριξη", //30
"Τύπος επιπέδου", //31
"Τύπος γωνιακού σπασίματος", //32
"Τύπος ελαστικής ενσωμάτωσης", //33
"Γενικά χαρακτηριστικά", //34
"Τίτλος: ", //35
"λαμβάνεται υπόψη = ", //36
"1: ναι, 0:  όχι]", //37
"Μονάδα μήκους", //38
"Μονάδα δύναμης", //39
"Μονάδα γωνίας", //40
"Λανθασμένο όνομα αρχείου", //41
"Cannot write to this location. Αλλαγή καταλόγου", //42
"Εγγραφή αρχείου: ", //43
"Διαβάστε το αρχείο: ", //44
"Επιλέξτε αρχείο για ανάγνωση", //45
"Επιλέξτε αρχείο για εγγραφή", //46
"Επιλέξτε το αρχείο pdf για να δημιουργήσετε", //47
"αδύνατο να επιλέξει έναν κατάλογο από", //48
"δεν μπορεί να γράψει το αρχείο", //49
"πρέπει να χρησιμοποιηθεί σε άλλη εφαρμογή", //50
"διάγραμμα δοκού: ", //51
"Διάγραμμα: ", //52
"Shear force in ", //53
"Ροπή κάμψης σε", //54
"Κλίση dy/dx σε rd", //55
"Βέλος σε", //56
"Sigma max in", //57
"Tau max in", //58
"Αρχείο ορισμού μελέτης: ", //59
"Λεπτομερή χαρακτηριστικά των αποτελεσμάτων των διαφόρων στοιχείων", //60
"(Προειδοποίηση! η μέγιστη πίεση έχει ξεπεραστεί)", //61
"Επιβεβαίωση εξόδου από το πρόγραμμα", //62
"Επιβεβαίωση διαγραφής", //63
"Γενικά", //64
"Μονάδα L: ", //65
"Μονάδα F: ", //66
"Μονάδα A: ", //67
"Καμπύλες που δεν υπολογίζονται", //68
"Διατμητική δύναμη", //69
"Ροπή κάμψης", //70
"Κλίση", //71
"Βέλος", //72
"Sigma", //73
"Ταυ", //74
"Δύναμη = ", //75
"Ροπή = ", //76
"Ακαμψία = ", //77
"Offset = ", //78
"Γωνία =", //79
"Κατακό. δυσκαμψία = ", //80
"Γωνιακή δυσκαμψία. = ", //81
"Αρχείο", //82
"ανύπαρκτο ! ", //83
"<F1>: βιβ. προφίλ <F2>: βιβ. υλικών", //84
"<Esc>: έξοδος- <Ctrl><Enter>: έγκυρο.", //85
"Τύπος Χωρίς φορτίο", //86
"Τύπος Σταθερό φορτίο", //87
"Τύπος γραμμικού φορτίου", //88
"Όνομα προφίλ: ", //89
"Μήκος = ", //90
"Αδράνεια = ", //91
"h ουδέτερη ίνα = ", //92
"Στατική ροπή = ", //93
"b ουδέτερη ίνα = ", //94
"Τμήμα = ", //95
"Υλικό : ", //96
"Πυκνότητα = ", //97
"Μέτρο ελαστικότητας = ", //98
"Γραμμική μάζα = ", //99
"Φορτίο p1 = ", //100
"Φορτίο p2 = ", //101
"Φορτίο p = ", //102
"μέγιστο φορτίο = ", //103
"Επιλεγμένα ελληνικά"  //104
},
{
"Eroare! :", //0
"Avertisment:", //1
"Sistem de fascicule calculabile", //2
"nu se poate calcula o grindă inexistentă", //3
"niciun element de grindă prezent în studiu", //4
"sistem necalculabil (cu mobilități interne)", //5
"nu pot exista elemente după ultima încorporare (verificați capetele fasciculelor)", //6
"sistemul pare calculabil, dar este hiperstatic", //7
"nu se poate rezolva sistemul !\nfie din cauza mobilității interne datorate geometriei\nfie din cauza inconsistenței numerice a datelor\ncreând o matrice de rezoluție singulară", //8
"Caracterul elementului", //9
"Punct liber", //10
"Suporturi simple", //11
"Suporturi elast.", //12
"ncorporare", //13
"nglob. Elastic.", //14
"Articulație sferică", //15
"Articulație sferică Elast.", //16
"Offset", //17
"Unghi", //18
"Forță", //19
"Cuplu", //20
"Grindă", //21
"Grindă", //22
"Grindă", //23
"Tip neîncărcat", //24
"Constant Load Type", //25
"Tip încărcare liniară", //26
"Tip forță", //27
"Tip cuplu", //28
"Tip articulație elastică cu bilă", //29
"Tip suport elastic", //30
"Tip nivel", //31
"Angular Break Type", //32
"Tip încorporare elastică", //33
"Caracteristici generale", //34
"Titlu:", //35
"luat în considerare = ", //36
"1: da, 0: nu]", //37
"Unitate de lungime", //38
"Unitatea de forță", //39
"Unitate de unghi", //40
"Incorrect file name", //41
"Cannot write to this location. Schimbați directorul", //42
"Scriere fișier:", //43
"Citiți fișierul:", //44
"Unselect file to read", //45
"Select file to write", //46
"Selectați fișierul pdf pentru generare", //47
"impossible to choose a directory from", //48
"nu poate scrie fișierul", //49
"must be used in another application", //50
"diagramă fascicul:", //51
"Diagramă:", //52
"Shear force in", //53
"Moment încovoietor în", //54
"Slope dy/dx in rd", //55
"Arrow in", //56
"Sigma max in", //57
"Tau max in", //58
"Fișier de definire a studiului:", //59
"Caracteristici detaliate ale rezultatelor diferitelor elemente", //60
"(Atenție! a fost depășită tensiunea maximă)", //61
"Confirmare ieșire din program", //62
"Confirmare ștergere", //63
"General", //64
"Unitatea L:", //65
"Unitatea F:", //66
"Unitatea A:", //67
"Curbe necalculate", //68
"Forță de forfecare", //69
"Moment de încovoiere", //70
"Slope", //71
"Săgeată", //72
"Sigma", //73
"Tau", //74
"Force =", //75
"Torque", //76
"Rigiditate = ", //77
"Offset = ", //78
"Unghi = ", //79
"Rigiditate ver. = ", //80
"unghi = ", //81
"Fișier", //82
"inexistent ! ", //83
"<F1>: bib. profile <F2>: bib. materiale", //84
"<Esc>: ieșire; <Ctrl><Enter>: valid.", //85
"Tip neîncărcat", //86
"Type Constant Load", //87
"Tip încărcare liniară", //88
"Nume profil: ", //89
"Lungime = ", //90
"Inerție = ", //91
"h fibră neutră = ", //92
"Moment static = ", //93
"b fibră neutră = ", //94
"Secțiunea = ", //95
"Material : ", //96
"Densitate = ", //97
"Modulul lui Young = ", //98
"Masa liniară = ", //99
"Sarcina p1 = ", //100
"Sarcina p2 = ", //101
"ncărcare p = ", //102
"sarcină maximă = ", //103
"Română selectată"  //104
}
}
