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"Beben", "registered": true, "description": { "de": "Modul BEBEN ermittelt die Einspannkräfte und Momente aus Erdbebenlasten für regelmäßige Bauwerke nach DIN EN 1998-1 Eurocode 8 bzw. DIN 4149 (Erdbebenberechnung). Die Bauwerksmasse kann gleichmäßig oder veränderlich über der Höhe verteilt sein.", "en": "Module BEBEN determines the restraining forces and moments from earthquake loads for regular structures according to DIN EN 1998-1 Eurocode 8 or DIN 4149 ( seismic calculation ). The building mass can be distributed evenly or variably over the height." }, "headlines": [ { "de": "", "en": "" }, { "de": "Bauten in deutschen Erdbebengebieten", "en": "Buildings in German earthquake areas" } ], "source": { "de": "DIN EN 1998-1 / Eurocode 8: 2010-12 / NA Deutschland", "en": "DIN EN 1998-1 / Eurocode 8: 2010-12 / NA Germany", "neutral": "" } }, { "token": "EC3C", "registryToken": "EC3C", "displayName": "EC3Cyl", "registered": true, "description": { "de": "Das Modul EC3Cyl weist die Stabilität und die Zulässigkeit von Zylinderschalen nach auf der Basis der EN1993-1-6. Zusätzlich wurde dieses Modul durch die EN1993-4-1 erweitert um komplette Silos, um Tankbauwerke berechnen zu können. Es ersetzt hierbei das Modul 18T4, das auf der zurückgezogenen Norm DIN 18800 Teil 4 basiert.\n\nDa diese Normen nur den Einsatz von C-Stählen vorsehen, ist das Modul zusätzlich für den Einsatz von Edelstählen bis zu Temperaturen von 500°C erweitert worden.", "en": "The EC3Cyl module verifies the stability and the thickness of the cylindrical shells, based on EN 1993-1-6. the module was extended by EN 1993-4-1 to be able to calculate complete silos and storage tanks. It replaces the 18T4 module, which was based on the withdrawn DIN 18800-4.\n\nSince these standards only provide for the use of C-steels, the module has also been extended for the use of stainless steels up to temperatures of 500°C." }, "headlines": [ { "de": "", "en": "" }, { "de": "Zylinder", "en": "Cylinder" } ], "source": { "de": "", "en": "", "neutral": "DIN EN 1993-1-6: 2017-07 (Eurocode 3)" } }, { "token": "EC3S", "registryToken": "EC3S", "displayName": "EC3Stiff", "registered": true, "description": { "de": "Das Modul EC3Stiff stellt eine Erweiterung des Modul EC3Cyl dar.\n\nHierbei wird der Nachweis der Zylinderschalen mit Ringversteifungen durchgeführt. Folgende Funktionstypen (innen- oder außenliegend) der Ringsteifen (Flachstahl) stehen zur Verfügung:\n\n Leichte Ringsteife\n Schwere Zwischenringsteife\n Schwere Endringsteife", "en": "The EC3Stiff module is an extension of the EC3Cyl module.\n\nHere the cylindrical shells with ring stiffeners are verified. The following function types (internal or external) of the ring stiffeners (flat steel) are available:\n\n Light ring stiffener\n Heavy intermediate ring stiffener\n Heavy end ring stiffener" }, "headlines": [ { "de": "", "en": "" }, { "de": "Ringsteifen", "en": "Ring Stiffeners" } ], "source": { "de": "", "en": "", "neutral": "DIN EN 1993-1-6: 2017-07 (Eurocode 3)" } }, { "token": "EC3T", "registryToken": "EC3T", "displayName": "EC3Cone", "registered": true, "description": { "de": "", "en": "" }, "headlines": [ { "de": "", "en": "" }, { "de": "Trichter", "en": "Cone" } ], "source": { "de": "DIN EN1993-4-1:2017-09 Abschnitt 6", "en": "", "neutral": "" } }, { "token": "EC3D", "registryToken": "EC3D", "displayName": "EC3Roof", "registered": true, "description": { "de": "", "en": "" }, "headlines": [ { "de": "Bemessung von kreisrunden konischen Dächern", "en": "Dimensioning of circular conical roofs" }, { "de": "", "en": "" } ], "source": { "de": "DIN EN 1993-4-1:2017-09 Abschnitt 7", "en": "DIN EN 1993-4-1:2017-09 Section 7", "neutral": "" } }, { "token": "EC3A", "registryToken": "", "displayName": "", "registered": false, "description": { "de": "", "en": "" }, "headlines": [ { "de": "", "en": "" }, { "de": "", "en": "" } ], "source": { "de": "", "en": "", "neutral": "" } } ], "details": [ { "id": "1998", "labels": [ { "id": "1", "de": "", "en": "" }, { "id": "2", "de": "", "en": "" }, { "id": "3", "de": "Baugrundklasse_klasse Bau", "en": "Baugrundklasse_klasse Bau" }, { "id": "4", "de": "Spektrum Typ Spek", "en": "Type of spectrum Spek" }, { "id": "5", "de": "Untergrund_ Unt", "en": "Subsoil_ Unt" }, { "id": "6", "de": "Bedeutungskategorien Cat", "en": "Importance categories Cat" }, { "id": "7", "de": "_Untergrundverhältnis Uratio", "en": "_Subsoil ratio Uratio" }, { "id": "8", "de": "", "en": "" }, { "id": "9", "de": "", "en": "" }, { "id": "10", "de": "Spektraler Überhöhungsfaktor \\u03b20", "en": "Spectral increase factor \\u03b20" }, { "id": "11", "de": "Spektrale Antwortbeschleunigung SaP,R", "en": "Spectral response acceleration SaP,R" }, { "id": "12", "de": "", "en": "" }, { "id": "13", "de": "Ordinate des elastischen horizontalen Antwortspektrums Se(T)", "en": "ordinate of the elastic horizontal response spectrum Se(T)" }, { "id": "14", "de": "Schwingungsdauer eines linearen Einmassenschwingers T", "en": "Vibration period of a linear single-degree-of-freedom system T" }, { "id": "15", "de": "Bemessungs-Bodenbeschleunigung für Baugrundklasse_klasse A ag", "en": "Design ground acceleration for ground type A ag" }, { "id": "16", "de": "Anfang des Bereichs konstanter Spektralbeschleunigung TA", "en": "Start of the period of the constant spectral acceleration branch TA" }, { "id": "17", "de": "Untere Grenze des Bereichs konstanter Spektralbeschleunigung TB", "en": "Lower limit of the period of the constant spectral acceleration branch TB" }, { "id": "18", "de": "Obere Grenze des Bereichs konstanter Spektralbeschleunigung TC", "en": "Upper limit of the period of the constant spectral acceleration branch TC" }, { "id": "19", "de": "Wert, der den Beginn des Bereichs konstanter Verschiebungen des Spektrums definiert TD", "en": "Value defining the beginning of the constant displacement response range TD" }, { "id": "20", "de": "Dämpfungs-Korrekturbeiwert mit dem Referenzwert eta= 1 für 5 % viskose Dämpfung \\u03b7", "en": "Damping correction factor with a reference value of eta = 1 for 5% viscous damping \\u03b7" }, { "id": "21", "de": "Viskoses Dämpfungsverhältnis des Bauwerks \\u03be", "en": "Viscous damping relation of the building \\u03be" }, { "id": "22", "de": "Bedingung für viskoses Dämpfungsverhältnis des Bauwerks Check \\u03b7", "en": "" }, { "id": "23", "de": "Bemessungs-Bodenbeschleunigung agR", "en": "Design ground acceleration agR" }, { "id": "24", "de": "Bedeutungsbeiwert \\u03b3l", "en": "Importance factor \\u03b3l" }, { "id": "25", "de": "Elastische Verschiebungsantwortspektrum SDe(T)", "en": "Elastic displacement response spectrum SDe(T)" }, { "id": "26", "de": "", "en": "" }, { "id": "27", "de": "Elastisches Beschleunigung-Antwortspektrum Sa(T)", "en": "Elastic ground acceleration response spectrum Sa(T)" }, { "id": "28", "de": "Bodenparameter nach Tabelle NA.3 S", "en": "Ground parameter according table NA.3 S" }, { "id": "29", "de": "", "en": "" }, { "id": "30", "de": "Erdbeschleunigung g", "en": "Acceleration due to gravity g" }, { "id": "31", "de": "", "en": "" }, { "id": "32", "de": "", "en": "" }, { "id": "33", "de": "Bemessungs-Bodenbeschleunigung avg", "en": "Design ground acceleration avg" }, { "id": "34", "de": "Parameterwert avg/ag", "en": "Parameter value avg/ag" }, { "id": "35", "de": "Ordinate des elastischen vertikalen Antwortspektrums Sve(T)", "en": "ordinate of the elastic vertical response spectrum Sve(T)" }, { "id": "36", "de": "", "en": "" }, { "id": "37", "de": "Untere Grenze des Bereichs konstanter Spektralbeschleunigung vertikal TB", "en": "Lower limit of the period of the constant spectral acceleration branch vertical TB" }, { "id": "38", "de": "Obere Grenze des Bereichs konstanter Spektralbeschleunigung vertikal TC", "en": "Lower limit of the period of the constant spectral acceleration branch vertical TC" }, { "id": "39", "de": "Wert, der den Beginn des Bereichs konstanter Verschiebungen des Spektrums definiert vertikal TD", "en": "Value defining the beginning of the constant displacement response range vertical TD" }, { "id": "40", "de": "Bodenparameter vertikales elastisches Antwortspektrum S", "en": "Ground parameters vertical elastic response spectrum S" }, { "id": "41", "de": "Elastisches vertikales Beschleunigung-Antwortspektrum Sa v(T)", "en": "" }, { "id": "42", "de": "", "en": "" }, { "id": "43", "de": "", "en": "" }, { "id": "44", "de": "Bemessungswert der Bodenverschiebung dg", "en": "Design value of the ground displacement dg" }, { "id": "45", "de": "", "en": "" }, { "id": "46", "de": "Relativverschiebung \\u0394dg", "en": "Relative displacement \\u0394dg" }, { "id": "47", "de": "Abstand zwischen den beiden Punkten P1 und P2 B", "en": "Distance of points P1 and P2 B" }, { "id": "48", "de": "", "en": "" }, { "id": "49", "de": "", "en": "" }, { "id": "50", "de": "Bemessungsspektrum für Horizonatlkomponente der Erdbebeneinwirkung Sd(T)", "en": "Design spectrum for horizontal components of seismic action Sd(T)" }, { "id": "51", "de": "Verhaltensbeiwert für Horizontalkomponente lineares Antwortspektrum q", "en": "Behaviour coefficient for horizontal component linear response spectrum q" }, { "id": "52", "de": "Beiwert für den unteren Grenzwert für das horizontale Bemessungsspektrum. \\u03b2", "en": "Coefficient for the lower limit value for the horizontal design spectrum. \\u03b2" }, { "id": "53", "de": "Bemessungsspektrum für Vertikatlkomponente der Erdbebeneinwirkung Sv(T)", "en": "Design spectrum for vertical component of seismic action Sv(T)" }, { "id": "54", "de": "Verhaltensbeiwert für Vertikalkomponente lineares Antwortspektrum q", "en": "Behaviour coefficient for vertical component linear response spectrum q" }, { "id": "55", "de": "", "en": "" }, { "id": "56", "de": "Anzahl der Geschosse n", "en": "Number of floors n" }, { "id": "57", "de": "Gesamtgewicht W", "en": "Total weight W" }, { "id": "58", "de": "Korrekturfaktor \\u03bb", "en": "Correction factor \\u03bb" }, { "id": "59", "de": "Höhenlage der Masse m1 über der Angriffsebene der Erdbebeneinwirkung z1", "en": "Height of the mass m1 above the plane of action of the earthquake z1" }, { "id": "60", "de": "Höhenlage der Masse m2 über der Angriffsebene der Erdbebeneinwirkung z2", "en": "Height of the mass m2 above the plane of action of the earthquake z2" }, { "id": "61", "de": "Höhenlage der Masse m3 über der Angriffsebene der Erdbebeneinwirkung z3", "en": "Height of the mass m3 above the plane of action of the earthquake z3" }, { "id": "62", "de": "Höhenlage der Masse m4 über der Angriffsebene der Erdbebeneinwirkung z4", "en": "Height of the mass m4 above the plane of action of the earthquake z4" }, { "id": "63", "de": "Höhenlage der Masse m5 über der Angriffsebene der Erdbebeneinwirkung z5", "en": "Height of the mass m5 above the plane of action of the earthquake z5" }, { "id": "64", "de": "Höhenlage der Masse m6 über der Angriffsebene der Erdbebeneinwirkung z6", "en": "Height of the mass m6 above the plane of action of the earthquake z6" }, { "id": "65", "de": "Höhenlage der Masse m7 über der Angriffsebene der Erdbebeneinwirkung z7", "en": "Height of the mass m7 above the plane of action of the earthquake z7" }, { "id": "66", "de": "Höhenlage der Masse m8 über der Angriffsebene der Erdbebeneinwirkung z8", "en": "Height of the mass m8 above the plane of action of the earthquake z8" }, { "id": "67", "de": "Höhenlage der Masse m9 über der Angriffsebene der Erdbebeneinwirkung z9", "en": "Height of the mass m9 above the plane of action of the earthquake z9" }, { "id": "68", "de": "Gewichtskraft m1 G1", "en": "Weight force m1 G1" }, { "id": "69", "de": "Gewichtskraft m2 G2", "en": "Weight force m2 G2" }, { "id": "70", "de": "Gewichtskraft m3 G3", "en": "Weight force m3 G3" }, { "id": "71", "de": "Gewichtskraft m4 G4", "en": "Weight force m4 G4" }, { "id": "72", "de": "Gewichtskraft m5 G5", "en": "Weight force m5 G5" }, { "id": "73", "de": "Gewichtskraft m6 G6", "en": "Weight force m6 G6" }, { "id": "74", "de": "Gewichtskraft m7 G7", "en": "Weight force m7 G7" }, { "id": "75", "de": "Gewichtskraft m8 G8", "en": "Weight force m8 G8" }, { "id": "76", "de": "Gewichtskraft m9 G9", "en": "Weight force m9 G9" }, { "id": "77", "de": "Verkehsrslast 1 P1", "en": "Live load 1 P1" }, { "id": "78", "de": "Verkehsrslast 2 P2", "en": "Live load 2 P2" }, { "id": "79", "de": "Verkehsrslast 3 P3", "en": "Live load 3 P3" }, { "id": "80", "de": "Verkehsrslast 4 P4", "en": "Live load 4 P4" }, { "id": "81", "de": "Verkehsrslast 5 P5", "en": "Live load 5 P5" }, { "id": "82", "de": "Verkehsrslast 6 P6", "en": "Live load 6 P6" }, { "id": "83", "de": "Verkehsrslast 7 P7", "en": "Live load 7 P7" }, { "id": "84", "de": "Verkehsrslast 8 P8", "en": "Live load 8 P8" }, { "id": "85", "de": "Verkehsrslast 9 P9", "en": "Live load 9 P9" }, { "id": "86", "de": "Geschosskraft 1 F1", "en": "Geschosskraft 1 F1" }, { "id": "87", "de": "Geschosskraft 2 F2", "en": "Geschosskraft 2 F2" }, { "id": "88", "de": "Geschosskraft 3 F3", "en": "Geschosskraft 3 F3" }, { "id": "89", "de": "Geschosskraft 4 F4", "en": "Geschosskraft 4 F4" }, { "id": "90", "de": "Geschosskraft 5 F5", "en": "Geschosskraft 5 F5" }, { "id": "91", "de": "Geschosskraft 6 F6", "en": "Geschosskraft 6 F6" }, { "id": "92", "de": "Geschosskraft 7 F7", "en": "Geschosskraft 7 F7" }, { "id": "93", "de": "Geschosskraft 8 F8", "en": "Geschosskraft 8 F8" }, { "id": "94", "de": "Geschosskraft 9 F9", "en": "Geschosskraft 9 F9" }, { "id": "95", "de": "Summe der Lasten multipliziert mit Höhe des Angriffspunktes \\u2211zi\\u00b7mj", "en": "Sum of the loads multiplied by the height of the point of application \\u2211zi\\u00b7mj" }, { "id": "96", "de": "Horizontale Einspannkraft Fb", "en": "Horizontal clamping force Fb" }, { "id": "97", "de": "Einspannmoment M", "en": "Restraining moment M" }, { "id": "98", "de": "_Prüfe Kontrollperiode TA", "en": "" }, { "id": "99", "de": "_Prüfe Kontrollperiode TB", "en": "" }, { "id": "100", "de": "_Prüfe Kontrollperiode TC", "en": "" }, { "id": "101", "de": "_Prüfe Kontrollperiode TD", "en": "" }, { "id": "102", "de": "Moment Geschoss 1 Mom1", "en": "Moment Floor 1 Mom1" }, { "id": "103", "de": "Moment Geschoss 2 Mom2", "en": "Moment Floor 2 Mom2" }, { "id": "104", "de": "Moment Geschoss 3 Mom3", "en": "Moment Floor 3 Mom3" }, { "id": "105", "de": "Moment Geschoss 4 Mom4", "en": "Moment Floor 4 Mom4" }, { "id": "106", "de": "Moment Geschoss 5 Mom5", "en": "Moment Floor 5 Mom5" }, { "id": "107", "de": "Moment Geschoss 6 Mom6", "en": "Moment Floor 6 Mom6" }, { "id": "108", "de": "Moment Geschoss 7 Mom7", "en": "Moment Floor 7 Mom7" }, { "id": "109", "de": "Moment Geschoss 8 Mom8", "en": "Moment Floor 8 Mom8" }, { "id": "110", "de": "Moment Geschoss 9 Mom9", "en": "Moment Floor 9 Mom9" }, { "id": "111", "de": "_Prüfe Kontrollperiode \u003cTA", "en": "" }, { "id": "112", "de": "_Anzeige Kontrollperiode Tcontr", "en": "_show monitoring peroiod Tcontr" }, { "id": "113", "de": "", "en": "" }, { "id": "114", "de": "", "en": "" }, { "id": "115", "de": "", "en": "" }, { "id": "116", "de": "Schwingungsdauer eines linearen Einmassenschwingers T", "en": "Vibration period of a linear single-degree-of-freedom system T" }, { "id": "117", "de": "Bauwerkshöhe H", "en": "Structure height H" }, { "id": "118", "de": "Schwingungsbeiwert ct", "en": "" }, { "id": "119", "de": "Verfahren für Eigenperiode", "en": "" }, { "id": "120", "de": "", "en": "" }, { "id": "121", "de": "Zylinderlänge Lz", "en": "Cylinder length Lz" }, { "id": "122", "de": "Elastizitätsmodul E", "en": "Modulus of elasticity E" }, { "id": "123", "de": "Flächenträgheitsmoment I", "en": "Moment of inertia I" }, { "id": "124", "de": "Dynamischer Steifemodul des Baugrunds Es", "en": "dynamischer Steifemodul des Baugrunds Es" }, { "id": "125", "de": "Fläche der Fundamentsohle Af", "en": "Fläche der Fundamentsohle Af" }, { "id": "126", "de": "Trägheitsmoment der Fundamentsohle lf", "en": "Trägheitsmoment der Fundamentsohle lf" }, { "id": "127", "de": "Kippbettungsmodul Ck", "en": "" }, { "id": "128", "de": "Grundschwingungsdauer T", "en": "" }, { "id": "129", "de": "Summe Masse+Schwerpunktshöhe^2 \\u2211wj\\u00b7zj", "en": "" }, { "id": "130", "de": "", "en": "" }, { "id": "131", "de": "Grundschwingungsdauer T", "en": "" }, { "id": "132", "de": "Eigenfrequenz \\u03c9", "en": "" }, { "id": "133", "de": "Parameter c", "en": "parameter c" }, { "id": "134", "de": "Elastizitätsmodul E", "en": "Modulus of elasticity E" }, { "id": "135", "de": "Flächenträgheitsmoment Iy", "en": "Moment of inertia Iy" }, { "id": "136", "de": "Durchmesser Ersatzzylinder d", "en": "" }, { "id": "137", "de": "Wandstärke Ersatzzylinder t", "en": "" } ], "constantFields": [ ], "sourceFolder": "LvDataFolder/DotNet_Module/1998_.Net/Lv1998.NET", "masks": [ "src/modules/masks/1998.json" ] }, { "id": "BEB", "labels": [ { "id": "1", "de": "Bauwerkshöhe", "en": "Structure height" }, { "id": "2", "de": "Schwingungsbeiwert 0.085 0.075 0.05", "en": "Schwingungsbeiwert 0.085 0.075 0.05" }, { "id": "3", "de": "Grundschwingungsdauer Ct*H^0.75", "en": "Basic vibration period Ct*H^0.75" }, { "id": "4", "de": "Außendurchmesser", "en": "Outside diameter" }, { "id": "5", "de": "Wanddicke", "en": "Wall thickness" }, { "id": "6", "de": "Bauwerkshöhe", "en": "Structure height" }, { "id": "7", "de": "Dichte (7850 7760 7930)", "en": "Dichte (7850 7760 7930)" }, { "id": "8", "de": "Masse des Ersatzstabes", "en": "Masse des Ersatzstabes" }, { "id": "9", "de": "Zusatzgewicht", "en": "Zusatzgewicht" }, { "id": "10", "de": "Gesamtgewicht", "en": "Total weight" }, { "id": "11", "de": "E-modul des Ersatzstabes", "en": "E-modul des Ersatzstabes" }, { "id": "12", "de": "Flächenmoment Ersatzstab", "en": "Flächenmoment Ersatzstab" }, { "id": "13", "de": "Grundschwingungsdauer eines Ersatzstabes", "en": "Grundschwingungsdauer eines Ersatzstabes" }, { "id": "14", "de": "Grundschwingungsdauer Müller/Keintzel n-", "en": "Grundschwingungsdauer Müller/Keintzel n-" }, { "id": "15", "de": "Erdbebenzone (0 1 2 3)", "en": "Seismic zone (0 1 2 3)" }, { "id": "16", "de": "Erdbebenbeschleunigung (0 0.4 0.6 0.8", "en": "Erdbebenbeschleunigung (0 0.4 0.6 0.8" }, { "id": "17", "de": "Baugrundklasse bis 20m Tiefe ( A B C )", "en": "Baugrundklasse bis 20m Tiefe ( A B C )" }, { "id": "18", "de": "Untergrundklasse ab 20m Tiefe ( R S T )", "en": "Untergrundklasse ab 20m Tiefe ( R S T )" }, { "id": "19", "de": "Bau- und Untergrundklasse", "en": "Bau- und Untergrundklasse" }, { "id": "20", "de": "Bauwerkstkategorie (I II III IV)", "en": "Bauwerkstkategorie (I II III IV)" }, { "id": "21", "de": "Bedeutungsbeiwert (0.8 1 1.2 1.4)", "en": "Bedeutungsbeiwert (0.8 1 1.2 1.4)" }, { "id": "22", "de": "Bodenparameter (0.75 1 1.25 1.5)", "en": "Bodenparameter (0.75 1 1.25 1.5)" }, { "id": "23", "de": "Kontrollperiode TA", "en": "Kontrollperiode TA" }, { "id": "24", "de": "Kontrollperiode TB", "en": "Kontrollperiode TB" }, { "id": "25", "de": "Kontrollperiode TC", "en": "Kontrollperiode TC" }, { "id": "26", "de": "Kontrollperiode TD", "en": "Kontrollperiode TD" }, { "id": "27", "de": "gewählte Schwingungsdauer", "en": "gewählte Schwingungsdauer" }, { "id": "28", "de": "Verfahren für die Eigenperiode 1 2 3 4", "en": "Verfahren für die Eigenperiode 1 2 3 4" }, { "id": "29", "de": "vereinfachtes Verfahren zulässig", "en": "vereinfachtes Verfahren zulässig" }, { "id": "30", "de": "Verhaltensbeiwert (1 1.5 2 4 8)", "en": "Verhaltensbeiwert (1 1.5 2 4 8)" }, { "id": "31", "de": "Verstärkungsbeiwert 2.5 für 5% Dämpfung", "en": "Verstärkungsbeiwert 2.5 für 5% Dämpfung" }, { "id": "32", "de": "Bemessungsspektrum", "en": "Bemessungsspektrum" }, { "id": "33", "de": "Korrekturfaktor (0.85 1)", "en": "Korrekturfaktor (0.85 1)" }, { "id": "34", "de": "Gesamtkraft", "en": "Gesamtkraft" }, { "id": "35", "de": "Parameter für Biegestab", "en": "Parameter für Biegestab" }, { "id": "36", "de": "zweite Eigenschwingungsperiode", "en": "zweite Eigenschwingungsperiode" }, { "id": "37", "de": "dritte Eigenschwingungsperiode", "en": "dritte Eigenschwingungsperiode" }, { "id": "38", "de": "Gesamtmoment", "en": "Total moment" }, { "id": "39", "de": "Gesamtgewicht bei Näherung für Hochbaute", "en": "Total weight for approximation for high buildings" }, { "id": "40", "de": "gewählte Bauwerkshöhe", "en": "gewählte Bauwerkshöhe" }, { "id": "41", "de": "Anzahl der Massenpunkte", "en": "Anzahl der Massenpunkte" }, { "id": "42", "de": "Höhe von Masse 1", "en": "Height of mass 1" }, { "id": "43", "de": "Höhe von Masse 2", "en": "Height of mass 2" }, { "id": "44", "de": "Höhe von Masse 3", "en": "Height of mass 3" }, { "id": "45", "de": "Höhe von Masse 4", "en": "Height of mass 4" }, { "id": "46", "de": "Höhe von Masse 5", "en": "Height of mass 5" }, { "id": "47", "de": "Höhe von Masse 6", "en": "Height of mass 6" }, { "id": "48", "de": "Höhe von Masse 7", "en": "Height of mass 7" }, { "id": "49", "de": "Höhe von Masse 8", "en": "Height of mass 8" }, { "id": "50", "de": "Höhe von Masse 9", "en": "Höhe von Masse 9" }, { "id": "51", "de": "ständige Last 1", "en": "Permanent load 1" }, { "id": "52", "de": "ständige Last 2", "en": "Permanent load 2" }, { "id": "53", "de": "ständige Last 3", "en": "Permanent load 3" }, { "id": "54", "de": "ständige Last 4", "en": "Permanent load 4" }, { "id": "55", "de": "ständige Last 5", "en": "Permanent load 5" }, { "id": "56", "de": "ständige Last 6", "en": "Permanent load 6" }, { "id": "57", "de": "ständige Last 7", "en": "Permanent load 7" }, { "id": "58", "de": "ständige Last 8", "en": "Permanent load 8" }, { "id": "59", "de": "ständige Last 9", "en": "ständige Last 9" }, { "id": "60", "de": "Verkehrslast 1", "en": "Imposed load 1" }, { "id": "61", "de": "Verkehrslast 2", "en": "Imposed load 2" }, { "id": "62", "de": "Verkehrslast 3", "en": "Imposed load 3" }, { "id": "63", "de": "Verkehrslast 4", "en": "Imposed load 4" }, { "id": "64", "de": "Verkehrslast 5", "en": "Imposed load 5" }, { "id": "65", "de": "Verkehrslast 6", "en": "Imposed load 6" }, { "id": "66", "de": "Verkehrslast 7", "en": "Imposed load 7" }, { "id": "67", "de": "Verkehrslast 8", "en": "Imposed load 8" }, { "id": "68", "de": "Verkehrslast 9", "en": "Verkehrslast 9" }, { "id": "69", "de": "dynamischer Steifemodul des Baugrunds", "en": "dynamischer Steifemodul des Baugrunds" }, { "id": "70", "de": "Fläche der Fundamentsohle", "en": "Fläche der Fundamentsohle" }, { "id": "71", "de": "Kippbettungsmodul = 4*Es/Sqrt(A)", "en": "Kippbettungsmodul = 4*Es/Sqrt(A)" }, { "id": "72", "de": "Trägheitsmoment der Fundamentsohle", "en": "Trägheitsmoment der Fundamentsohle" }, { "id": "73", "de": "Text für Grundschwingung", "en": "Text für Grundschwingung" }, { "id": "74", "de": "Text für Bedingung Ts \u003c= 4*TC", "en": "Text für Bedingung Ts \u003c= 4*TC" }, { "id": "75", "de": "Geschosskraft 1", "en": "Geschosskraft 1" }, { "id": "76", "de": "Geschosskraft 2", "en": "Geschosskraft 2" }, { "id": "77", "de": "Geschosskraft 3", "en": "Geschosskraft 3" }, { "id": "78", "de": "Geschosskraft 4", "en": "Geschosskraft 4" }, { "id": "79", "de": "Geschosskraft 5", "en": "Geschosskraft 5" }, { "id": "80", "de": "Geschosskraft 6", "en": "Geschosskraft 6" }, { "id": "81", "de": "Geschosskraft 7", "en": "Geschosskraft 7" }, { "id": "82", "de": "Geschosskraft 8", "en": "Geschosskraft 8" }, { "id": "83", "de": "Geschosskraft 9", "en": "Geschosskraft 9" }, { "id": "84", "de": "Flächenmoment Müller/Keintzel", "en": "Flächenmoment Müller/Keintzel" }, { "id": "85", "de": "Sum(zj*mj)", "en": "Sum(zj*mj)" }, { "id": "86", "de": "Sum(Wj*zj²)", "en": "Sum(Wj*zj²)" }, { "id": "87", "de": "Teilsumme Sum(zj*mj)", "en": "Teilsumme Sum(zj*mj)" }, { "id": "88", "de": "Teilsumme Sum(Wj*zj²)", "en": "Teilsumme Sum(Wj*zj²)" }, { "id": "89", "de": "Dämpfung in %", "en": "Dämpfung in %" }, { "id": "90", "de": "Berechnung nach VCI?", "en": "Perform calculation acc. To VCI?" }, { "id": "91", "de": "Plateauwert des elast. Antwortspektrums", "en": "Plateau value of elastic response spectrum" } ], "constantFields": [ ], "sourceFolder": "LvDataFolder/DotNet_Module/BEB_.Net/LvBEB.NET", "masks": [ "src/modules/masks/BEB-1.json", "src/modules/masks/BEB-2.json", "src/modules/masks/BEB-EC8-1.json", "src/modules/masks/BEB-EC8-2.json" ] }, { "id": "EC3C", "labels": [ { "id": "1", "de": "", "en": "" }, { "id": "2", "de": "", "en": "" }, { "id": "3", "de": "", "en": "" }, { "id": "4", "de": "", "en": "" }, { "id": "5", "de": "Anzahl der Zylinderschüsse von oben nach unten Azyl", "en": "Number of cylindrical sections from top to bottom Azyl" }, { "id": "6", "de": "Außendurchmesser der Schale dac", "en": "Außendurchmesser der Schale dac" }, { "id": "7", "de": "Wanddicke Zylinderschuss 1 tc1", "en": "Wall thickness section 1 tc1" }, { "id": "8", "de": "Länge Zylinderschuss 1 lc1", "en": "Length section 1 lc1" }, { "id": "9", "de": "Wanddicke Zylinderschuss 2 tc2", "en": "Wall thickness section 2 tc2" }, { "id": "10", "de": "Länge Zylinderschuss 2 lc2", "en": "Length section 2 lc2" }, { "id": "11", "de": "Wanddicke Zylinderschuss 3 tc3", "en": "Wall thickness section 3 tc3" }, { "id": "12", "de": "Länge Zylinderschuss 3 lc3", "en": "Length section 3 lc3" }, { "id": "13", "de": "Wanddicke Zylinderschuss 4 tc4", "en": "Wall thickness section 4 tc4" }, { "id": "14", "de": "Länge Zylinderschuss 4 lc4", "en": "Length section 4 lc4" }, { "id": "15", "de": "", "en": "" }, { "id": "16", "de": "", "en": "" }, { "id": "17", "de": "", "en": "" }, { "id": "18", "de": "", "en": "" }, { "id": "19", "de": "", "en": "" }, { "id": "20", "de": "Bedingung DIN EN 1993-1-6, D.2.1.2(2) Condoffset", "en": "Condition DIN EN 1993-1-6, D.2.1.2(2) Condoffset" }, { "id": "21", "de": "Gesamtlänge der Schale L", "en": "Total length of shell L" }, { "id": "22", "de": "Gesamte Gleichungen anzeigen", "en": "Show all equations" }, { "id": "23", "de": "", "en": "" }, { "id": "24", "de": "", "en": "" }, { "id": "25", "de": "", "en": "" }, { "id": "26", "de": "Befüllhöhe der Zylinderschale Hc", "en": "Filling level of cylindrical shell Hc" }, { "id": "27", "de": "Schütthöhe Schuss 1 Ues1", "en": "Dumping height section 1 Ues1" }, { "id": "28", "de": "Schütthöhe Schuss 2 Ues2", "en": "Dumping height section 2 Ues2" }, { "id": "29", "de": "Schütthöhe Schuss 3 Ues3", "en": "Dumping height section 3 Ues3" }, { "id": "30", "de": "Schütthöhe Schuss 4 Ues4", "en": "Dumping height section 4 Ues4" }, { "id": "31", "de": "Werkstoff Zylinderschale (nur C-Stahl) WkNrS", "en": "Material of cylindrical shell (carbon steel only) WkNrS" }, { "id": "32", "de": "Metalltemperatur DIN EN 1993-1-6, 1.1 Mtemp", "en": "Metal temperature DIN EN 1993-1-6, 1.1 Mtemp" }, { "id": "33", "de": "Elastizitätsmodul E", "en": "Modulus of elasticity E" }, { "id": "34", "de": "Wekstoffkennwert (Streckgrenze) DIN EN 1993-1-6, 3.1 fyk", "en": "Material charecteristic (yield strength) DIN EN 1993-1-6, 3.1 fyk" }, { "id": "35", "de": "Dichte Werkstoff \\u03c1c", "en": "Material density \\u03c1c" }, { "id": "36", "de": "Erdbeschleunigung g", "en": "Acceleration due to gravity g" }, { "id": "37", "de": "Bedingung Metalltemperatur DIN EN 1993-4-1, 3.1 Condtemp1", "en": "Condition metal temperature DIN EN 1993-4-1, 3.1 Condtemp1" }, { "id": "38", "de": "Füllmedium", "en": "Filling medium" }, { "id": "39", "de": "Dichte des Füllmediums \\u03c1f", "en": "Density of filling medium \\u03c1f" }, { "id": "40", "de": "Bedingung Metalltemperatur DIN EN 1993-1-6, 1.1 Condtemp2", "en": "Condition metal temperature DIN EN 1993-1-6, 1.1 Condtemp2" }, { "id": "41", "de": "Mittlerer Durchmesser Schale dm", "en": "Mean shell diameter dm" }, { "id": "42", "de": "Innendurchmesser Schuss 1 dic1", "en": "Inside diameter section 1 dic1" }, { "id": "43", "de": "Innendurchmesser Schuss 2 dic2", "en": "Inside diameter section 2 dic2" }, { "id": "44", "de": "Innendurchmesser Schuss 3 dic3", "en": "Inside diameter section 3 dic3" }, { "id": "45", "de": "Innendurchmesser Schuss 4 dic4", "en": "Inside diameter section 4 dic4" }, { "id": "46", "de": "Radius der Schalenmitte rmc", "en": "Shell center radius rmc" }, { "id": "47", "de": "Mittlere Dicke der gesamten Schale tmc", "en": "Average thickness of complete shell tmc" }, { "id": "48", "de": "Bedingung Radius-Dicke DIN EN 1993-1-6, 1.1 Condgeo1", "en": "Condition Radius-Thickness DIN EN 1993-1-6, 1.1 Condgeo1" }, { "id": "49", "de": "Gefüge des Werkstoffs", "en": "Microstructure of material" }, { "id": "50", "de": "Ausführung des Silodaches roof", "en": "Type of silo roof roof" }, { "id": "51", "de": "", "en": "" }, { "id": "52", "de": "Umfang der Schale mitte Ui", "en": "Shell center circumference Ui" }, { "id": "53", "de": "Füllquerschnitt Ai", "en": "Filling cross section Ai" }, { "id": "54", "de": "Metallischer Querschnitt Schuss 1 Amet1", "en": "Metallic cross section section 1 Amet1" }, { "id": "55", "de": "Metallischer Querschnitt Schuss 2 Amet2", "en": "Metallic cross section section 2 Amet2" }, { "id": "56", "de": "Metallischer Querschnitt Schuss 3 Amet3", "en": "Metallic cross section section 3 Amet3" }, { "id": "57", "de": "Metallischer Querschnitt Schuss 4 Amet4", "en": "Metallic cross section section 4 Amet4" }, { "id": "58", "de": "Widerstandsmoment Schuss 1 Wrc1", "en": "Section modulus section 1 Wrc1" }, { "id": "59", "de": "Widerstandsmoment Schuss 2 Wrc2", "en": "Section modulus section 2 Wrc2" }, { "id": "60", "de": "Widerstandsmoment Schuss 3 Wrc3", "en": "Section modulus section 3 Wrc3" }, { "id": "61", "de": "Widerstandsmoment Schuss 4 Wrc4", "en": "Section modulus section 4 Wrc4" }, { "id": "62", "de": "Nennvolumen Schuss 1 Vnom1", "en": "Nominal volume section 1 Vnom1" }, { "id": "63", "de": "Nennvolumen Schuss 2 Vnom2", "en": "Nominal volume section 2 Vnom2" }, { "id": "64", "de": "Nennvolumen Schuss 3 Vnom3", "en": "Nominal volume section 3 Vnom3" }, { "id": "65", "de": "Nennvolumen Schuss 4 Vnom4", "en": "Nominal volume section 4 Vnom4" }, { "id": "66", "de": "Nennvolumen Vnom", "en": "Nominal volume Vnom" }, { "id": "67", "de": "Maximalvolumen in der Zylinderschale Vmax", "en": "Maximum volume in cylindrical shell Vmax" }, { "id": "68", "de": "Zusatzvolumen Dach und Anbauten Vad", "en": "Additional volume roof and attachments Vad" }, { "id": "69", "de": "Speicherkapazität Wa", "en": "Storage capacity Wa" }, { "id": "70", "de": "Eigenlast Schuss 1 Gc1", "en": "Self weight section 1 Gc1" }, { "id": "71", "de": "Eigenlast Schuss 2 Gc2", "en": "Self weight section 2 Gc2" }, { "id": "72", "de": "Eigenlast Schuss 3 Gc3", "en": "Self weight section 3 Gc3" }, { "id": "73", "de": "Eigenlast Schuss 4 Gc4", "en": "Self weight section 4 Gc4" }, { "id": "74", "de": "Eigenlast Dach + Anbauten Gd", "en": "Self weight roof + attachments Gd" }, { "id": "75", "de": "Gesamt Eigenlast bis einschließlich Schuss 1 Gtot1", "en": "Total self weight until section 1 Gtot1" }, { "id": "76", "de": "Gesamt Eigenlast bis einschließlich Schuss 2 Gtot2", "en": "Total self weight until section 2 Gtot2" }, { "id": "77", "de": "Gesamt Eigenlast bis einschließlich Schuss 3 Gtot3", "en": "Total self weight until section 3 Gtot3" }, { "id": "78", "de": "Gesamt Eigenlast bis einschließlich Schuss 4 Gtot4", "en": "Total self weight until section 4 Gtot4" }, { "id": "79", "de": "Eigenlast gesamt Schale Gtot", "en": "Total self weight shell Gtot" }, { "id": "80", "de": "Nenn Fülllast Qf,nom", "en": "Nominal filling load Qf,nom" }, { "id": "81", "de": "Maximal mögliche Fülllast Qf,max", "en": "Maximum filing load Qf,max" }, { "id": "82", "de": "Größter Winddurckwert qw,max", "en": "Higghest wind presure value qw,max" }, { "id": "83", "de": "Horizontale Windlast inklusive Sicherheitsbeiwert Hw", "en": "Horizontal wind load including safety factor Hw" }, { "id": "84", "de": "Kippmoment Wind inklusive Sicherheitsbeiwert Mwc", "en": "Tilting moment wind including safety factor Mwc" }, { "id": "85", "de": "Dachsog DIN EN 1991-1-4, 7.2.8 inklusive Sicherheitsbeiwert Qws", "en": "Roof suction DIN EN 1991-1-4, 7.2.8 including safety factor Qws" }, { "id": "86", "de": "Ausmitte Dachsog (Dr. P.K. S12) Lws", "en": "Offset roof suction (Dr. P.K. S12) Lws" }, { "id": "87", "de": "Kippmoment Dachsog (Dr. P.K. S12) Mws", "en": "Tilting oment roof suction (Dr. P.K. S12) Mws" }, { "id": "88", "de": "Verkehrslast DIN EN 1991-1-1 Vl", "en": "Live load DIN EN 1991-1-1 Vl" }, { "id": "89", "de": "Verkehrslast gesamt Vl.tot", "en": "Total live load Vl.tot" }, { "id": "90", "de": "Hydrostatischer Druck Schuss 1 ph1", "en": "Hydrostatic pressure section 1 ph1" }, { "id": "91", "de": "Hydrostatischer Druck Schuss 2 ph2", "en": "Hydrostatic pressure section 2 ph2" }, { "id": "92", "de": "Hydrostatischer Druck Schuss 3 ph3", "en": "Hydrostatic pressure section 3 ph3" }, { "id": "93", "de": "Hydrostatischer Druck Schuss 4 ph4", "en": "Hydrostatic pressure section 4 ph4" }, { "id": "94", "de": "Betriebsüberdruck mit Beiwert veränderlich QPue", "en": "Positive operating pressure with factor changing QPue" }, { "id": "95", "de": "Betriebsunterdruck (Außendruck-Innendruck) mit Beiwert veränderlich QPu", "en": "Negative operating pressure (External pressure-Internal pressure) with factor changing QPu" }, { "id": "96", "de": "", "en": "" }, { "id": "97", "de": "Schiefstellung DIN EN 1993-1-1, 5.3.2 \\u03d5c", "en": "Slope DIN EN 1993-1-1, 5.3.2 \\u03d5c" }, { "id": "98", "de": "Kippmoment Schiefstellung Ms", "en": "Tilting moment due to slope Ms" }, { "id": "99", "de": "Kippmoment gesamt Mc,tot", "en": "Total tilting moment Mc,tot" }, { "id": "100", "de": "Bedingung mindest Speicherkapazität CondWa", "en": "Condition minimum storage capacity CondWa" }, { "id": "101", "de": "", "en": "" }, { "id": "102", "de": "Meridianspannung Wind Kippmoment Schuss 1 \\u03c3xM1", "en": "Meridional stress wind tilt moment section 1 \\u03c3xM1" }, { "id": "103", "de": "Meridianspannung Wind Kippmoment Schuss 2 \\u03c3xM2", "en": "Meridional stress wind tilt moment section 2 \\u03c3xM2" }, { "id": "104", "de": "Meridianspannung Wind Kippmoment Schuss 3 \\u03c3xM3", "en": "Meridional stress wind tilt moment section 3 \\u03c3xM3" }, { "id": "105", "de": "Meridianspannung Wind Kippmoment Schuss 4 \\u03c3xM4", "en": "Meridional stress wind tilt moment section 4 \\u03c3xM4" }, { "id": "106", "de": "Meridianspannung Kippmoment Unterkante Schale \\u03c3xM", "en": "Meridional stress tilt moment lower edge of shell \\u03c3xM" }, { "id": "107", "de": "Meridianspannung Eigenlast Schuss 1 \\u03c3xE1", "en": "Meridional stress self weight section 1 \\u03c3xE1" }, { "id": "108", "de": "Meridianspannung Eigenlast Schuss 2 \\u03c3xE2", "en": "Meridional stress self weight section 2 \\u03c3xE2" }, { "id": "109", "de": "Meridianspannung Eigenlast Schuss 3 \\u03c3xE3", "en": "Meridional stress self weight section 3 \\u03c3xE3" }, { "id": "110", "de": "Meridianspannung Eigenlast Schuss 4 \\u03c3xE4", "en": "Meridional stress self weight section 4 \\u03c3xE4" }, { "id": "111", "de": "Meridianspannung Verkehrslast Schuss 1 \\u03c3xV1", "en": "Meridional stress live load section 1 \\u03c3xV1" }, { "id": "112", "de": "Meridianspannung Verkehrslast Schuss 2 \\u03c3xV2", "en": "Meridional stress live load section 2 \\u03c3xV2" }, { "id": "113", "de": "Meridianspannung Verkehrslast Schuss 3 \\u03c3xV3", "en": "Meridional stress live load section 3 \\u03c3xV3" }, { "id": "114", "de": "Meridianspannung Verkehrslast Schuss 4 \\u03c3xV4", "en": "Meridional stress live load section 4 \\u03c3xV4" }, { "id": "115", "de": "", "en": "" }, { "id": "116", "de": "Meridianspannung Überdruck Schuss 1 \\u03c3x,Pue1", "en": "Meridional stress positive pressure section 1 \\u03c3x,Pue1" }, { "id": "117", "de": "Meridianspannung Überdruck Schuss 2 \\u03c3x,Pue2", "en": "Meridional stress positive pressure section 2 \\u03c3x,Pue2" }, { "id": "118", "de": "Meridianspannung Überdruck Schuss 3 \\u03c3x,Pue3", "en": "Meridional stress positive pressure section 3 \\u03c3x,Pue3" }, { "id": "119", "de": "Meridianspannung Überdruck Schuss 4 \\u03c3x,Pue4", "en": "Meridional stress positive pressure section 4 \\u03c3x,Pue4" }, { "id": "120", "de": "Meridianspannung Unterdruck Schuss 1 \\u03c3x,Pu1", "en": "Meridional stress negative pressure section 1 \\u03c3x,Pu1" }, { "id": "121", "de": "Meridianspannung Unterdruck Schuss 2 \\u03c3x,Pu2", "en": "Meridional stress negative pressure section 2 \\u03c3x,Pu2" }, { "id": "122", "de": "Meridianspannung Unterdruck Schuss 3 \\u03c3x,Pu3", "en": "Meridional stress negative pressure section 3 \\u03c3x,Pu3" }, { "id": "123", "de": "Meridianspannung Unterdruck Schuss 4 \\u03c3x,Pu4", "en": "Meridional stress negative pressure section 4 \\u03c3x,Pu4" }, { "id": "124", "de": "Umfangsspannung Überdruck Schuss 1 \\u03c3\\u03b8,Pue1", "en": "Circumferential stress positive pressure section 1 \\u03c3\\u03b8,Pue1" }, { "id": "125", "de": "Umfangsspannung Überdruck Schuss 2 \\u03c3\\u03b8,Pue2", "en": "Circumferential stress positive pressure section 2 \\u03c3\\u03b8,Pue2" }, { "id": "126", "de": "Umfangsspannung Überdruck Schuss 3 \\u03c3\\u03b8,Pue3", "en": "Circumferential stress positive pressure section 3 \\u03c3\\u03b8,Pue3" }, { "id": "127", "de": "Umfangsspannung Überdruck Schuss 4 \\u03c3\\u03b8,Pue4", "en": "Circumferential stress positive pressure section 4 \\u03c3\\u03b8,Pue4" }, { "id": "128", "de": "Umfangsspannung Flüssigkeit Schuss 1 \\u03c3\\u03b8,liq1", "en": "Circumferential stress liquid section 1 \\u03c3\\u03b8,liq1" }, { "id": "129", "de": "Umfangsspannung Flüssigkeit Schuss 2 \\u03c3\\u03b8,liq2", "en": "Circumferential stress liquid section 2 \\u03c3\\u03b8,liq2" }, { "id": "130", "de": "Umfangsspannung Flüssigkeit Schuss 3 \\u03c3\\u03b8,liq3", "en": "Circumferential stress liquid section 3 \\u03c3\\u03b8,liq3" }, { "id": "131", "de": "Umfangsspannung Flüssigkeit Schuss 4 \\u03c3\\u03b8,liq4", "en": "Circumferential stress liquid section 4 \\u03c3\\u03b8,liq4" }, { "id": "132", "de": "Umfangsspannung Unterdruck Schuss 1 \\u03c3\\u03b8,Pu1", "en": "Circumferential stress negative pressure section 1 \\u03c3\\u03b8,Pu1" }, { "id": "133", "de": "Umfangsspannung Unterdruck Schuss 2 \\u03c3\\u03b8,Pu2", "en": "Circumferential stress negative pressure section 2 \\u03c3\\u03b8,Pu2" }, { "id": "134", "de": "Umfangsspannung Unterdruck Schuss 3 \\u03c3\\u03b8,Pu3", "en": "Circumferential stress negative pressure section 3 \\u03c3\\u03b8,Pu3" }, { "id": "135", "de": "Umfangsspannung Unterdruck Schuss 4 \\u03c3\\u03b8,Pu4", "en": "Circumferential stress negative pressure section 4 \\u03c3\\u03b8,Pu4" }, { "id": "136", "de": "", "en": "" }, { "id": "137", "de": "", "en": "" }, { "id": "138", "de": "", "en": "" }, { "id": "139", "de": "Max. Umfangsdr. Sp. (Wind + Betr. Unterdruck) \\u03c3\\u03b8,WPu", "en": "Max. circumferential compr. Stress (Wind + Negative pressure) \\u03c3\\u03b8,WPu" }, { "id": "140", "de": "Max. Längszug. Sp. ( Windkipp. + Windsog) \\u03c3x,WSWK", "en": "Max. longitudinal tensile stress ( Wind tilt + Wind suction) \\u03c3x,WSWK" }, { "id": "141", "de": "Max. Längsdr. Sp. (Gtot + Kipp. + Wind) \\u03c3x,GKW", "en": "Max. longitudinal compr. stress (Gtot + Tilt + Wind) \\u03c3x,GKW" }, { "id": "142", "de": "Umfangsdr. Sp. (Betr. Unterdruck - Hecksog) \\u03c3eq,\\u03b8,ED5", "en": "Circumferental compr. Stress (Negative pressure - rear suction) \\u03c3eq,\\u03b8,ED5" }, { "id": "143", "de": "Längsdr. Sp. (Gtot + Kipp. + Wind) \\u03c3eq,\\u03b8,ED6", "en": "Longitudinal compr. stress (Gtot + Tilt + Wind) \\u03c3eq,\\u03b8,ED6" }, { "id": "144", "de": "Membrannormalkraft Schuss 1 nx,ED1", "en": "Membrane normal force section 1 nx,ED1" }, { "id": "145", "de": "Membrannormalkraft Schuss 2 nx,ED2", "en": "Membrane normal force section 2 nx,ED2" }, { "id": "146", "de": "Membrannormalkraft Schuss 3 nx,ED3", "en": "Membrane normal force section 3 nx,ED3" }, { "id": "147", "de": "Membrannormalkraft Schuss 4 nx,ED4", "en": "Membrane normal force section 4 nx,ED4" }, { "id": "148", "de": "Membrannormalkraft n\\u03b8,ED", "en": "Membrane normal force n\\u03b8,ED" }, { "id": "149", "de": "Membranschubkraft 5.1 nx,\\u03b8,ED", "en": "Membrane shear force 5.1 nx,\\u03b8,ED" }, { "id": "150", "de": "Bemessungswert der Streckgrenze DIN EN 1993-1-6 fyd", "en": "Design value of yield strength DIN EN 1993-1-6 fyd" }, { "id": "151", "de": "Vergleichsspannungwiderstand DIN EN 1993-1-4, 5.3.2.3 fe,Rd", "en": "Design equivalent stress DIN EN 1993-1-4, 5.3.2.3 fe,Rd" }, { "id": "152", "de": "v.Mises-Grenz-Vergleichsspannung DIN EN 1993-1-6, 6.2.2 feq,Rd", "en": "v. Mises stress DIN EN 1993-1-6, 6.2.2 feq,Rd" }, { "id": "153", "de": "", "en": "" }, { "id": "154", "de": "Min Bemessungwert Innendruck D.42 Ps", "en": "Min design value internal pressure D.42 Ps" }, { "id": "155", "de": "Max Bemessungwert Innendruck D.44 Pg", "en": "Max design value internal pressure D.44 Pg" }, { "id": "156", "de": "Parameter D.42 Schuss 1 Psquer1", "en": "Parameter D.42 section 1 Psquer1" }, { "id": "157", "de": "Parameter D.42 Schuss 2 Psquer2", "en": "Parameter D.42 section 2 Psquer2" }, { "id": "158", "de": "Parameter D.42 Schuss 3 Psquer3", "en": "Parameter D.42 section 3 Psquer3" }, { "id": "159", "de": "Parameter D.42 Schuss 4 Psquer4", "en": "Parameter D.42 section 4 Psquer4" }, { "id": "160", "de": "Parameter D.42 (4) Schuss 1 Psquerk1", "en": "Parameter D.42 (4) section 1 Psquerk1" }, { "id": "161", "de": "Parameter D.42 (4) Schuss 2 Psquerk2", "en": "Parameter D.42 (4) section 2 Psquerk2" }, { "id": "162", "de": "Parameter D.42 (4) Schuss 3 Psquerk3", "en": "Parameter D.42 (4) section 3 Psquerk3" }, { "id": "163", "de": "Parameter D.42 (4) Schuss 4 Psquerk4", "en": "Parameter D.42 (4) section 4 Psquerk4" }, { "id": "164", "de": "Parameter D.44 Schuss 1 Pgquer1", "en": "Parameter D.44 section 1 Pgquer1" }, { "id": "165", "de": "Parameter D.44 Schuss 2 Pgquer2", "en": "Parameter D.44 section 2 Pgquer2" }, { "id": "166", "de": "Parameter D.44 Schuss 3 Pgquer3", "en": "Parameter D.44 section 3 Pgquer3" }, { "id": "167", "de": "Parameter D.44 Schuss 4 Pgquer4", "en": "Parameter D.44 section 4 Pgquer4" }, { "id": "168", "de": "Bedingung kein Nachweis: D.1.2.2 CondD18a", "en": "Condition no proof: D.1.2.2 CondD18a" }, { "id": "169", "de": "_Bedingung kurzer Zylinder D.1.2.1 Schuss 1 CondD5a", "en": "_Bedingung kurzer Zylinder D.1.2.1 Schuss 1 CondD5a" }, { "id": "170", "de": "_Bedingung kurzer Zylinder D.1.2.1 Schuss 2 CondD5b", "en": "_Bedingung kurzer Zylinder D.1.2.1 Schuss 2 CondD5b" }, { "id": "171", "de": "_Bedingung kurzer Zylinder D.1.2.1 Schuss 3 CondD5c", "en": "_Bedingung kurzer Zylinder D.1.2.1 Schuss 3 CondD5c" }, { "id": "172", "de": "_Bedingung kurzer Zylinder D.1.2.1 Schuss 4 CondD5d", "en": "_Bedingung kurzer Zylinder D.1.2.1 Schuss 4 CondD5d" }, { "id": "173", "de": "_Bedingung mittellanger Zylinder D.1.2.1 Schuss 1 CondD3a", "en": "_Bedingung mittellanger Zylinder D.1.2.1 Schuss 1 CondD3a" }, { "id": "174", "de": "_Bedingung mittellanger Zylinder D.1.2.1 Schuss 2 CondD3b", "en": "_Bedingung mittellanger Zylinder D.1.2.1 Schuss 2 CondD3b" }, { "id": "175", "de": "_Bedingung mittellanger Zylinder D.1.2.1 Schuss 3 CondD3c", "en": "_Bedingung mittellanger Zylinder D.1.2.1 Schuss 3 CondD3c" }, { "id": "176", "de": "_Bedingung mittellanger Zylinder D.1.2.1 Schuss 4 CondD3d", "en": "_Bedingung mittellanger Zylinder D.1.2.1 Schuss 4 CondD3d" }, { "id": "177", "de": "_Bedingung langer Zylinder D.1.2.1 Schuss 1 CondD7a", "en": "_Bedingung langer Zylinder D.1.2.1 Schuss 1 CondD7a" }, { "id": "178", "de": "_Bedingung langer Zylinder D.1.2.1 Schuss 2 CondD7b", "en": "_Bedingung langer Zylinder D.1.2.1 Schuss 2 CondD7b" }, { "id": "179", "de": "_Bedingung langer Zylinder D.1.2.1 Schuss 3 CondD7c", "en": "_Bedingung langer Zylinder D.1.2.1 Schuss 3 CondD7c" }, { "id": "180", "de": "_Bedingung langer Zylinder D.1.2.1 Schuss 4 CondD7d", "en": "_Bedingung langer Zylinder D.1.2.1 Schuss 4 CondD7d" }, { "id": "181", "de": "Längenparameter D.1.2.1 Schuss 1 \\u03c9x1", "en": "Length parameter D.1.2.1 section 1 \\u03c9x1" }, { "id": "182", "de": "Längenparameter D.1.2.1 Schuss 2 \\u03c9x2", "en": "Length parameter D.1.2.1 section 2 \\u03c9x2" }, { "id": "183", "de": "Längenparameter D.1.2.1 Schuss 3 \\u03c9x3", "en": "Length parameter D.1.2.1 section 3 \\u03c9x3" }, { "id": "184", "de": "Längenparameter D.1.2.1 Schuss 4 \\u03c9x4", "en": "Length parameter D.1.2.1 section 4 \\u03c9x4" }, { "id": "185", "de": "Koeffizient Beulsicherheit D.6, D.4, D9 Schuss 1 Cx1", "en": "Coefficient buckling safety D.6, D.4, D9 section 1 Cx1" }, { "id": "186", "de": "Koeffizient Beulsicherheit D.6, D.4, D9 Schuss 2 Cx2", "en": "Coefficient buckling safety D.6, D.4, D9 section 2 Cx2" }, { "id": "187", "de": "Koeffizient Beulsicherheit D.6, D.4, D9 Schuss 3 Cx3", "en": "Coefficient buckling safety D.6, D.4, D9 section 3 Cx3" }, { "id": "188", "de": "Koeffizient Beulsicherheit D.6, D.4, D9 Schuss 4 Cx4", "en": "Coefficient buckling safetyt D.6, D.4, D9 section 4 Cx4" }, { "id": "189", "de": "Fallunterscheidung Tabelle D.1 Schuss 1 CaseD11", "en": "Case distinction table D.1 section 1 CaseD11" }, { "id": "190", "de": "Parameter Tabelle D.1 Schuss 1 Cxb1", "en": "Parameter tabele D.1 section 1 Cxb1" }, { "id": "191", "de": "Fallunterscheidung Tabelle D.2 CaseD2", "en": "Case distinction table D.2 CaseD2" }, { "id": "192", "de": "Parameter Herstellerqualität Tabelle D.2 QD2", "en": "Parameter fabrication quality table D.2 QD2" }, { "id": "193", "de": "Charakteristische Imperfektionsamplitude D.15 Schuss 1 \\u0394wk1", "en": "Characteristic imperfection amplitude D.15 shell 1 \\u0394wk1" }, { "id": "194", "de": "Charakteristische Imperfektionsamplitude D.15 Schuss 2 \\u0394wk2", "en": "Characteristic imperfection amplitude D.15 shell 2 \\u0394wk2" }, { "id": "195", "de": "Charakteristische Imperfektionsamplitude D.15 Schuss 3 \\u0394wk3", "en": "Characteristic imperfection amplitude D.15 shell 3 \\u0394wk3" }, { "id": "196", "de": "Charakteristische Imperfektionsamplitude D.15 Schuss 4 \\u0394wk4", "en": "Characteristic imperfection amplitude D.15 shell 4 \\u0394wk4" }, { "id": "197", "de": "Elastischer Imperfektions-AbMinderungsfaktor D.14 Schuss 1 \\u03b1x141", "en": "Elastic imperfection reduction factor D.14 section 1 \\u03b1x141" }, { "id": "198", "de": "Elastischer Imperfektions-AbMinderungsfaktor D.14 Schuss 2 \\u03b1x142", "en": "Elastic imperfection reduction factor D.14 section 2 \\u03b1x142" }, { "id": "199", "de": "Elastischer Imperfektions-AbMinderungsfaktor D.14 Schuss 3 \\u03b1x143", "en": "Elastic imperfection reduction factor D.14 section 3 \\u03b1x143" }, { "id": "200", "de": "Elastischer Imperfektions-AbMinderungsfaktor D.14 Schuss 4 \\u03b1x144", "en": "Elastic imperfection reduction factor D.14 section 4 \\u03b1x144" }, { "id": "201", "de": "Entscheidung Innendruck berücksichtigen D.1.5 PiD15", "en": "Decision consider internal pressure D.1.5 PiD15" }, { "id": "202", "de": "Korrekturfaktor D.41 Schuss 1 \\u03b1xpe1", "en": "Correction factor D.41 section 1 \\u03b1xpe1" }, { "id": "203", "de": "Korrekturfaktor D.41 Schuss 2 \\u03b1xpe2", "en": "Correction factor D.41 section 2 \\u03b1xpe2" }, { "id": "204", "de": "Korrekturfaktor D.41 Schuss 3 \\u03b1xpe3", "en": "Correction factor D.41 section 3 \\u03b1xpe3" }, { "id": "205", "de": "Korrekturfaktor D.41 Schuss 4 \\u03b1xpe4", "en": "Correction factor D.41 section 4 \\u03b1xpe4" }, { "id": "206", "de": "", "en": "" }, { "id": "207", "de": "Bezogener Schalenschlankheitsgrad 8.17 Schuss 1 \\u03bbxq1", "en": "Reference slenderness ratio 8.17 section 1 \\u03bbxq1" }, { "id": "208", "de": "Bezogener Schalenschlankheitsgrad 8.17 Schuss 2 \\u03bbxq2", "en": "Reference slenderness ratio 8.17 section 2 \\u03bbxq2" }, { "id": "209", "de": "Bezogener Schalenschlankheitsgrad 8.17 Schuss 3 \\u03bbxq3", "en": "Reference slenderness ratio 8.17 section 3 \\u03bbxq3" }, { "id": "210", "de": "Bezogener Schalenschlankheitsgrad 8.17 Schuss 4 \\u03bbxq4", "en": "Reference slenderness ratio 8.17 section 4 \\u03bbxq4" }, { "id": "211", "de": "Parameter D.45 Schuss 1 s1", "en": "Parameter D.45 section 1 s1" }, { "id": "212", "de": "Parameter D.45 Schuss 2 s2", "en": "Parameter D.45 section 2 s2" }, { "id": "213", "de": "Parameter D.45 Schuss 3 s3", "en": "Parameter D.45 section 3 s3" }, { "id": "214", "de": "Parameter D.45 Schuss 4 s4", "en": "Parameter D.45 section 4 s4" }, { "id": "215", "de": "Korrekturfaktor D.43 Schuss 1 \\u03b1xpp1", "en": "Correction factor D.43 section 1 \\u03b1xpp1" }, { "id": "216", "de": "Korrekturfaktor D.43 Schuss 2 \\u03b1xpp2", "en": "Correction factor D.43 section 2 \\u03b1xpp2" }, { "id": "217", "de": "Korrekturfaktor D.43 Schuss 3 \\u03b1xpp3", "en": "Correction factor D.43 section 3 \\u03b1xpp3" }, { "id": "218", "de": "Korrekturfaktor D.43 Schuss 4 \\u03b1xpp4", "en": "Correction factor D.43 Schuss 4 \\u03b1xpp4" }, { "id": "219", "de": "Elastischer Imperfektions-AbMinderungsfaktor D.1.5.2 Schuss 1 \\u03b1x1", "en": "Elastic imperfection reduction factor D.1.5.2 section 1 \\u03b1x1" }, { "id": "220", "de": "Elastischer Imperfektions-AbMinderungsfaktor D.1.5.2 Schuss 2 \\u03b1x2", "en": "Elastic imperfection reduction factor D.1.5.2 section 2 \\u03b1x2" }, { "id": "221", "de": "Elastischer Imperfektions-AbMinderungsfaktor D.1.5.2 Schuss 3 \\u03b1x3", "en": "Elastic imperfection reduction factor D.1.5.2 section 3 \\u03b1x3" }, { "id": "222", "de": "Elastischer Imperfektions-AbMinderungsfaktor D.1.5.2 Schuss 4 \\u03b1x4", "en": "Elastic imperfection reduction factor D.1.5.2 section 4 \\u03b1x4" }, { "id": "223", "de": "Anteil globaler Biegespannungen Dr. PK B1A/ 6 kB", "en": "Fraction of global bending stresses Dr. PK B1A/ 6 kB" }, { "id": "224", "de": "Vollplastischer Grenzschlankheitsgrad D.16 \\u03bbx0", "en": "Meridional squash limit slenderness D.16 \\u03bbx0" }, { "id": "225", "de": "Plastischer Bereichsfaktor D.16 \\u03b2x", "en": "Plastic range factor D.16 \\u03b2x" }, { "id": "226", "de": "Beulkurvenexponent D.16 \\u03b7x", "en": "Buckling curve exponent D.16 \\u03b7x" }, { "id": "227", "de": "Teilplastischer Grenzschlankheitsgrad 8.16 Schuss 1 \\u03bbxp1", "en": "Plastic limit relative slenderness 8.16 section 1 \\u03bbxp1" }, { "id": "228", "de": "Teilplastischer Grenzschlankheitsgrad 8.16 Schuss 2 \\u03bbxp2", "en": "Plastic limit relative slenderness 8.16 section 2 \\u03bbxp2" }, { "id": "229", "de": "Teilplastischer Grenzschlankheitsgrad 8.16 Schuss 3 \\u03bbxp3", "en": "Plastic limit relative slenderness 8.16 section 3 \\u03bbxp3" }, { "id": "230", "de": "Teilplastischer Grenzschlankheitsgrad 8.16 Schuss 4 \\u03bbxp4", "en": "Plastic limit relative slenderness 8.16 section 4 \\u03bbxp4" }, { "id": "231", "de": "Bedingung 8.13 Schuss 1 Cond813x1", "en": "Condition 8.13 section 1 Cond813x1" }, { "id": "232", "de": "Bedingung 8.13 Schuss 2 Cond813x2", "en": "Condition 8.13 section 2 Cond813x2" }, { "id": "233", "de": "Bedingung 8.13 Schuss 3 Cond813x3", "en": "Condition 8.13 section 3 Cond813x3" }, { "id": "234", "de": "Bedingung 8.13 Schuss 4 Cond813x4", "en": "Condition 8.13 section 4 Cond813x4" }, { "id": "235", "de": "Bedingung 8.14 Schuss 1 Cond814x1", "en": "Condition 8.14 section 1 Cond814x1" }, { "id": "236", "de": "Bedingung 8.14 Schuss 2 Cond814x2", "en": "Condition 8.14 section 2 Cond814x2" }, { "id": "237", "de": "Bedingung 8.14 Schuss 3 Cond814x3", "en": "Condition 8.14 section 3 Cond814x3" }, { "id": "238", "de": "Bedingung 8.14 Schuss 4 Cond814x4", "en": "Condition 8.14 section 4 Cond814x4" }, { "id": "239", "de": "Bedingung 8.15 Schuss 1 Cond815x1", "en": "Condition 8.15 section 1 Cond815x1" }, { "id": "240", "de": "Bedingung 8.15 Schuss 2 Cond815x2", "en": "Condition 8.15 section 2 Cond815x2" }, { "id": "241", "de": "Bedingung 8.15 Schuss 3 Cond815x3", "en": "Condition 8.15 section 3 Cond815x3" }, { "id": "242", "de": "Bedingung 8.15 Schuss 4 Cond815x4", "en": "Condition 8.15 section 4 Cond815x4" }, { "id": "243", "de": "Beul-Abminderungsfaktor 8.13 Schuss 1 \\u03a7x1", "en": "Buckling reduction factor 8.13 section 1 \\u03a7x1" }, { "id": "244", "de": "Beul-Abminderungsfaktor 8.13 Schuss 2 \\u03a7x2", "en": "Buckling reduction factor 8.13 section 2 \\u03a7x2" }, { "id": "245", "de": "Beul-Abminderungsfaktor 8.13 Schuss 3 \\u03a7x3", "en": "Buckling reduction factor 8.13 section 3 \\u03a7x3" }, { "id": "246", "de": "Beul-Abminderungsfaktor 8.13 Schuss 4 \\u03a7x4", "en": "Buckling reduction factor 8.13 section 4 \\u03a7x4" }, { "id": "247", "de": "Ideale Meridianbeulspannung D.2 Schuss 1 \\u03c3x,Rcr1", "en": "Ideal meridional buckling stress D.2 section 1 \\u03c3x,Rcr1" }, { "id": "248", "de": "Ideale Meridianbeulspannung D.2 Schuss 2 \\u03c3x,Rcr2", "en": "Ideal meridional buckling stress D.2 section 2 \\u03c3x,Rcr2" }, { "id": "249", "de": "Ideale Meridianbeulspannung D.2 Schuss 3 \\u03c3x,Rcr3", "en": "Ideal meridional buckling stress D.2 section 3 \\u03c3x,Rcr3" }, { "id": "250", "de": "Ideale Meridianbeulspannung D.2 Schuss 4 \\u03c3x,Rcr4", "en": "Ideal meridional buckling stress D.2 section 4 \\u03c3x,Rcr4" }, { "id": "251", "de": "Ideale Meridianbeulspannung D.42 (4) Schuss 1 \\u03c3x,Rcrk1", "en": "Ideal meridional buckling stress D.42 (4) section 1 \\u03c3x,Rcrk1" }, { "id": "252", "de": "Ideale Meridianbeulspannung D.42 (4) Schuss 2 \\u03c3x,Rcrk2", "en": "Ideal meridional buckling stress D.42 (4) section 2 \\u03c3x,Rcrk2" }, { "id": "253", "de": "Ideale Meridianbeulspannung D.42 (4) Schuss 3 \\u03c3x,Rcrk3", "en": "Ideal meridional buckling stress D.42 (4) section 3 \\u03c3x,Rcrk3" }, { "id": "254", "de": "Ideale Meridianbeulspannung D.42 (4) Schuss 4 \\u03c3x,Rcrk4", "en": "Ideal meridional buckling stress D.42 (4) section 4 \\u03c3x,Rcrk4" }, { "id": "255", "de": "Charakteristische Beulspannung 8.12 Schuss 1 \\u03c3x,Rk1", "en": "Characteristic buckling stress 8.12 section 1 \\u03c3x,Rk1" }, { "id": "256", "de": "Charakteristische Beulspannung 8.12 Schuss 2 \\u03c3x,Rk2", "en": "Characteristic buckling stress 8.12 section 2 \\u03c3x,Rk2" }, { "id": "257", "de": "Charakteristische Beulspannung 8.12 Schuss 3 \\u03c3x,Rk3", "en": "Characteristic buckling stress 8.12 section 3 \\u03c3x,Rk3" }, { "id": "258", "de": "Charakteristische Beulspannung 8.12 Schuss 4 \\u03c3x,Rk4", "en": "Characteristic buckling stress 8.12 section 4 \\u03c3x,Rk4" }, { "id": "259", "de": "Bemessungsbeulspannung 8.11 Schuss 1 \\u03c3x,Rd1", "en": "Design buckling stress 8.11 section 1 \\u03c3x,Rd1" }, { "id": "260", "de": "Bemessungsbeulspannung 8.11 Schuss 2 \\u03c3x,Rd2", "en": "Design buckling stress 8.11 section 2 \\u03c3x,Rd2" }, { "id": "261", "de": "Bemessungsbeulspannung 8.11 Schuss 3 \\u03c3x,Rd3", "en": "Design buckling stress 8.11 section 3 \\u03c3x,Rd3" }, { "id": "262", "de": "Bemessungsbeulspannung 8.11 Schuss 4 \\u03c3x,Rd4", "en": "Design buckling stress 8.11 section 4 \\u03c3x,Rd4" }, { "id": "263", "de": "Beulsicherheitsnachweis 8.5.3 Schuss 1 Cond853x1", "en": "Buckling strength verification 8.5.3 section 1 Cond853x1" }, { "id": "264", "de": "Beulsicherheitsnachweis 8.5.3 Schuss 2 Cond853x2", "en": "Buckling strength verification 8.5.3 section 2 Cond853x2" }, { "id": "265", "de": "Beulsicherheitsnachweis 8.5.3 Schuss 3 Cond853x3", "en": "Buckling strength verification 8.5.3 section 3 Cond853x3" }, { "id": "266", "de": "Beulsicherheitsnachweis 8.5.3 Schuss 4 Cond853x4", "en": "Buckling strength verification 8.5.3 section 4 Cond853x4" }, { "id": "267", "de": "", "en": "" }, { "id": "268", "de": "", "en": "" }, { "id": "269", "de": "Hilfswert la la,test1", "en": "Auxiliary value la la,test1" }, { "id": "270", "de": "Hilfswert la la,test2", "en": "Auxiliary value la la,test2" }, { "id": "271", "de": "Hilfswert la la,test3", "en": "Auxiliary value la la,test3" }, { "id": "272", "de": "Länge Schuss a la", "en": "Length section a la" }, { "id": "273", "de": "Länge Schuss b lb", "en": "Length section b lb" }, { "id": "274", "de": "Länge Schuss c lc", "en": "Length section c lc" }, { "id": "275", "de": "", "en": "" }, { "id": "276", "de": "Bedingung D.56 CondD56", "en": "Condition D.56 CondD56" }, { "id": "277", "de": "Bedingung D.57 CondD57", "en": "Condition D.57 CondD57" }, { "id": "278", "de": "Wanddicke Schuss a ta", "en": "Wall thickness section a ta" }, { "id": "279", "de": "Wanddicke Schuss b tb", "en": "Wall thickness section b tb" }, { "id": "280", "de": "Wanddicke Schuss c tc", "en": "Wall thickness section c tc" }, { "id": "281", "de": "Bedingung D.58a CondD58a", "en": "Condition D.58a CondD58a" }, { "id": "282", "de": "Bedingung D.58b CondD58b", "en": "Condition D.58b CondD58b" }, { "id": "283", "de": "Bedingung D.59a CondD59a", "en": "Condition D.59a CondD59a" }, { "id": "284", "de": "Bedingung D.59b CondD59b", "en": "Condition D.59b CondD59b" }, { "id": "285", "de": "Bedingung D.59c CondD59c", "en": "Condition D.59c CondD59c" }, { "id": "286", "de": "Bedingung D.60a CondD60a", "en": "Condition D.60a CondD60a" }, { "id": "287", "de": "Bedingung D.60b CondD60b", "en": "Condition D.60b CondD60b" }, { "id": "288", "de": "Diagrammparameter Bild D.6 la/L", "en": "Diagram parameter Fig. D.6 la/L" }, { "id": "289", "de": "Diagrammparameter Bild D.6 tc/ta", "en": "Diagram parameter Fig. D.6 tc/ta" }, { "id": "290", "de": "Diagrammparameter Bild D.6 tb/ta", "en": "Diagram parameter Fig. D.6 tb/ta" }, { "id": "291", "de": "Faktor Kappa Bild D.6 \\u039a", "en": "Factor Kappa Fig. D.6 \\u039a" }, { "id": "292", "de": "Ersatzlänge D.61 leff", "en": "Equivalent length D.61 leff" }, { "id": "293", "de": "", "en": "" }, { "id": "294", "de": "Längenparameter: D1.3.1 eff \\u03c9\\u03b8eff", "en": "Length parameter: D1.3.1 eff \\u03c9\\u03b8eff" }, { "id": "295", "de": "Längenparameter: D1.3.1 Schuss 1 \\u03c9\\u03b81", "en": "Length parameter: D1.3.1 section 1 \\u03c9\\u03b81" }, { "id": "296", "de": "Längenparameter: D1.3.1 Schuss 2 \\u03c9\\u03b82", "en": "Length parameter: D1.3.1 section 2 \\u03c9\\u03b82" }, { "id": "297", "de": "Längenparameter: D1.3.1 Schuss 3 \\u03c9\\u03b83", "en": "Length parameter: D1.3.1 section 3 \\u03c9\\u03b83" }, { "id": "298", "de": "Längenparameter: D1.3.1 Schuss 4 \\u03c9\\u03b84", "en": "Length parameter: D1.3.1 section 4 \\u03c9\\u03b84" }, { "id": "299", "de": "", "en": "" }, { "id": "300", "de": "Ideale Umfangsbeulspannung eff D.62 \\u03c3\\u03b8,Rcreff", "en": "Effective ideal circuferential buckling stress D.62 \\u03c3\\u03b8,Rcreff" }, { "id": "301", "de": "Ideale Umfangsbeulspannung Schuss 1 \\u03c3\\u03b8,Rcr1", "en": "Ideal circuferential buckling stress section 1 \\u03c3\\u03b8,Rcr1" }, { "id": "302", "de": "Ideale Umfangsbeulspannung Schuss 2 \\u03c3\\u03b8,Rcr2", "en": "Ideal circuferential buckling stress section 2 \\u03c3\\u03b8,Rcr2" }, { "id": "303", "de": "Ideale Umfangsbeulspannung Schuss 3 \\u03c3\\u03b8,Rcr3", "en": "Ideal circuferential buckling stress section 3 \\u03c3\\u03b8,Rcr3" }, { "id": "304", "de": "Ideale Umfangsbeulspannung Schuss 4 \\u03c3\\u03b8,Rcr4", "en": "Ideal circuferential buckling stress section 4 \\u03c3\\u03b8,Rcr4" }, { "id": "305", "de": "Ideale Umfangsbeulspannung L Schuss 1 \\u03c3\\u03b8,RcrL1", "en": "Ideal circuferential buckling stress L section 1 \\u03c3\\u03b8,RcrL1" }, { "id": "306", "de": "Ideale Umfangsbeulspannung L Schuss 2 \\u03c3\\u03b8,RcrL2", "en": "Ideal circuferential buckling stress L section 2 \\u03c3\\u03b8,RcrL2" }, { "id": "307", "de": "Ideale Umfangsbeulspannung L Schuss 3 \\u03c3\\u03b8,RcrL3", "en": "Ideal circuferential buckling stress L section 3 \\u03c3\\u03b8,RcrL3" }, { "id": "308", "de": "Ideale Umfangsbeulspannung L Schuss 4 \\u03c3\\u03b8,RcrL4", "en": "Ideal circuferential buckling stress L section 4 \\u03c3\\u03b8,RcrL4" }, { "id": "309", "de": "Ideale Umfangsbeulspannung L D.2.3.1 (65) \\u03c3\\u03b8,RcrLj1", "en": "Ideal circuferential buckling stress L D.2.3.1 (65) \\u03c3\\u03b8,RcrLj1" }, { "id": "310", "de": "Ideale Umfangsbeulspannung L D.2.3.1 (65) \\u03c3\\u03b8,RcrLj2", "en": "Ideal circuferential buckling stress L D.2.3.1 (65) \\u03c3\\u03b8,RcrLj2" }, { "id": "311", "de": "Ideale Umfangsbeulspannung L D.2.3.1 (65) \\u03c3\\u03b8,RcrLj3", "en": "Ideal circuferential buckling stress L D.2.3.1 (65) \\u03c3\\u03b8,RcrLj3" }, { "id": "312", "de": "Ideale Umfangsbeulspannung L D.2.3.1 (65) \\u03c3\\u03b8,RcrLj4", "en": "Ideal circuferential buckling stress L D.2.3.1 (65) \\u03c3\\u03b8,RcrLj4" }, { "id": "313", "de": "Wert Beulsicherheitsnachweis 8.5.3 Schuss 1 Value853x1", "en": "Value Buckling strength verification 8.5.3 section 1 Value853x1" }, { "id": "314", "de": "Wert Beulsicherheitsnachweis 8.5.3 Schuss 2 Value853x2", "en": "Value Buckling strength verification 8.5.3 section 2 Value853x2" }, { "id": "315", "de": "Wert Beulsicherheitsnachweis 8.5.3 Schuss 3 Value853x3", "en": "Value Buckling strength verification 8.5.3 section 3 Value853x3" }, { "id": "316", "de": "Wert Beulsicherheitsnachweis 8.5.3 Schuss 4 Value853x4", "en": "Value Buckling strength verification 8.5.3 section 4 Value853x4" }, { "id": "317", "de": "", "en": "" }, { "id": "318", "de": "_Bedingung kurzer Zylinder: D.1.3.1 D 2.3.1 (7) CondD22eff", "en": "_Bedingung kurzer Zylinder: D.1.3.1 D 2.3.1 (7) CondD22eff" }, { "id": "319", "de": "_Bedingung mittell. Zylinder: D.1.3.1 D 2.3.1 (7) CondD20eff", "en": "_Bedingung mittell. Zylinder: D.1.3.1 D 2.3.1 (7) CondD20eff" }, { "id": "320", "de": "_Bedingung langer Zylinder: D.1.3.1 D 2.3.1 (7) CondD24eff", "en": "_Bedingung langer Zylinder: D.1.3.1 D 2.3.1 (7) CondD24eff" }, { "id": "321", "de": "_Bedingung kurzer Zylinder: D.1.3.1 Schuss 1 CondD22a", "en": "_Bedingung kurzer Zylinder: D.1.3.1 Schuss 1 CondD22a" }, { "id": "322", "de": "_Bedingung kurzer Zylinder: D.1.3.1 Schuss 2 CondD22b", "en": "_Bedingung kurzer Zylinder: D.1.3.1 Schuss 2 CondD22b" }, { "id": "323", "de": "_Bedingung kurzer Zylinder: D.1.3.1 Schuss 3 CondD22c", "en": "_Bedingung kurzer Zylinder: D.1.3.1 Schuss 3 CondD22c" }, { "id": "324", "de": "_Bedingung kurzer Zylinder: D.1.3.1 Schuss 4 CondD22d", "en": "_Bedingung kurzer Zylinder: D.1.3.1 Schuss 4 CondD22d" }, { "id": "325", "de": "_Bedingung mittellanger Zylinder: D.1.3.1 Schuss 1 CondD20a", "en": "_Bedingung mittellanger Zylinder: D.1.3.1 Schuss 1 CondD20a" }, { "id": "326", "de": "_Bedingung mittellanger Zylinder: D.1.3.1 Schuss 2 CondD20b", "en": "_Bedingung mittellanger Zylinder: D.1.3.1 Schuss 2 CondD20b" }, { "id": "327", "de": "_Bedingung mittellanger Zylinder: D.1.3.1 Schuss 3 CondD20c", "en": "_Bedingung mittellanger Zylinder: D.1.3.1 Schuss 3 CondD20c" }, { "id": "328", "de": "_Bedingung mittellanger Zylinder: D.1.3.1 Schuss 4 CondD20d", "en": "_Bedingung mittellanger Zylinder: D.1.3.1 Schuss 4 CondD20d" }, { "id": "329", "de": "_Bedingung langer Zylinder: D.1.3.1 Schuss 1 CondD24a", "en": "_Bedingung langer Zylinder: D.1.3.1 Schuss 1 CondD24a" }, { "id": "330", "de": "_Bedingung langer Zylinder: D.1.3.1 Schuss 2 CondD24b", "en": "_Bedingung langer Zylinder: D.1.3.1 Schuss 2 CondD24b" }, { "id": "331", "de": "_Bedingung langer Zylinder: D.1.3.1 Schuss 3 CondD24c", "en": "_Bedingung langer Zylinder: D.1.3.1 Schuss 3 CondD24c" }, { "id": "332", "de": "_Bedingung langer Zylinder: D.1.3.1 Schuss 4 CondD24d", "en": "_Bedingung langer Zylinder: D.1.3.1 Schuss 4 CondD24d" }, { "id": "333", "de": "", "en": "" }, { "id": "334", "de": "", "en": "" }, { "id": "335", "de": "", "en": "" }, { "id": "336", "de": "", "en": "" }, { "id": "337", "de": "Fallunterscheidung Tabelle D.3 CaseD3", "en": "Case distinction table D.3 CaseD3" }, { "id": "338", "de": "", "en": "" }, { "id": "339", "de": "Umfangsbeulfaktor mittellang-lang Tabelle D.3 D.62 C\\u03b81", "en": "Circumferential buckling factor medium long - long table D.3 D.62 C\\u03b81" }, { "id": "340", "de": "Fallunterscheidung Tabelle D.4 CaseD4", "en": "Case distinction table D.4 CaseD4" }, { "id": "341", "de": "Tabelle D.4 a D4a", "en": "Table D.4 a D4a" }, { "id": "342", "de": "Tabelle D.4 b D4b", "en": "Table D.4 b D4b" }, { "id": "343", "de": "Tabelle D.4 c D4c", "en": "Table D.4 c D4c" }, { "id": "344", "de": "Tabelle D.4 d D4d", "en": "Table D.4 d D4d" }, { "id": "345", "de": "Umfangsbeulfaktor kurz Tabelle D.4 C\\u03b8Seff", "en": "Circumferential buckling factor short tabelle D.4 C\\u03b8Seff" }, { "id": "346", "de": "", "en": "" }, { "id": "347", "de": "", "en": "" }, { "id": "348", "de": "", "en": "" }, { "id": "349", "de": "", "en": "" }, { "id": "350", "de": "", "en": "" }, { "id": "351", "de": "Fallunterscheidung Tabelle D.5 CaseD5", "en": "Case distinction table D.5 CaseD5" }, { "id": "352", "de": "Elastischer Imperfektions-AbMinderungsfaktor Tabelle D.5 \\u03b1\\u03b8", "en": "Elastic imperfection reduction factor table D.5 \\u03b1\\u03b8" }, { "id": "353", "de": "Vollplastischer Grenzschlankheitsgrad D.26 \\u03bb\\u03b80", "en": "Meridional squash limit slenderness D.26 \\u03bb\\u03b80" }, { "id": "354", "de": "Plastischer Bereichsfaktor D.26 \\u03b2\\u03b8", "en": "Plastic range factor D.26 \\u03b2\\u03b8" }, { "id": "355", "de": "Beulkurvenexponent D.26 \\u03b7\\u03b8", "en": "Buckling curve exponent D.26 \\u03b7\\u03b8" }, { "id": "356", "de": "Bezogener Schalenschlankheitsgrad 8.17 Schuss 1 \\u03bb\\u03b8q1", "en": "Reference slenderness ratio 8.17 section 1 \\u03bb\\u03b8q1" }, { "id": "357", "de": "Bezogener Schalenschlankheitsgrad 8.17 Schuss 2 \\u03bb\\u03b8q2", "en": "Reference slenderness ratio 8.17 section 2 \\u03bb\\u03b8q2" }, { "id": "358", "de": "Bezogener Schalenschlankheitsgrad 8.17 Schuss 3 \\u03bb\\u03b8q3", "en": "Reference slenderness ratio 8.17 section 3 \\u03bb\\u03b8q3" }, { "id": "359", "de": "Bezogener Schalenschlankheitsgrad 8.17 Schuss 4 \\u03bb\\u03b8q4", "en": "Reference slenderness ratio 8.17 section 4 \\u03bb\\u03b8q4" }, { "id": "360", "de": "Teilplastische Grenzschlankheitsgrad 8.16 \\u03bb\\u03b8p", "en": "Plastic limit relative slenderness 8.16 \\u03bb\\u03b8p" }, { "id": "361", "de": "Bedingung 8.13 Schuss 1 Cond813\\u03b81", "en": "Condition 8.13 section 1 Cond813\\u03b81" }, { "id": "362", "de": "Bedingung 8.13 Schuss 2 Cond813\\u03b82", "en": "Condition 8.13 section 2 Cond813\\u03b82" }, { "id": "363", "de": "Bedingung 8.13 Schuss 3 Cond813\\u03b83", "en": "Condition 8.13 section 3 Cond813\\u03b83" }, { "id": "364", "de": "Bedingung 8.13 Schuss 4 Cond813\\u03b84", "en": "Condition 8.13 section 4 Cond813\\u03b84" }, { "id": "365", "de": "Bedingung 8.14 Schuss 1 Cond814\\u03b81", "en": "Condition 8.14 section 1 Cond814\\u03b81" }, { "id": "366", "de": "Bedingung 8.14 Schuss 2 Cond814\\u03b82", "en": "Condition 8.14 section 2 Cond814\\u03b82" }, { "id": "367", "de": "Bedingung 8.14 Schuss 3 Cond814\\u03b83", "en": "Condition 8.14 section 3 Cond814\\u03b83" }, { "id": "368", "de": "Bedingung 8.14 Schuss 4 Cond814\\u03b84", "en": "Condition 8.14 section 4 Cond814\\u03b84" }, { "id": "369", "de": "Bedingung 8.15 Schuss 1 Cond815\\u03b81", "en": "Condition 8.15 section 1 Cond815\\u03b81" }, { "id": "370", "de": "Bedingung 8.15 Schuss 2 Cond815\\u03b82", "en": "Condition 8.15 section 2 Cond815\\u03b82" }, { "id": "371", "de": "Bedingung 8.15 Schuss 3 Cond815\\u03b83", "en": "Condition 8.15 section 3 Cond815\\u03b83" }, { "id": "372", "de": "Bedingung 8.15 Schuss 4 Cond815\\u03b84", "en": "Condition 8.15 section 4 Cond815\\u03b84" }, { "id": "373", "de": "Beul-AbMinderungsfaktor 8.13 Schuss 1 \\u03a7\\u03b81", "en": "Buckling reduction factor 8.13 section 1 \\u03a7\\u03b81" }, { "id": "374", "de": "Beul-AbMinderungsfaktor 8.13 Schuss 2 \\u03a7\\u03b82", "en": "Buckling reduction factor 8.13 section 2 \\u03a7\\u03b82" }, { "id": "375", "de": "Beul-AbMinderungsfaktor 8.13 Schuss 3 \\u03a7\\u03b83", "en": "Buckling reduction factor 8.13 section 3 \\u03a7\\u03b83" }, { "id": "376", "de": "Beul-AbMinderungsfaktor 8.13 Schuss 4 \\u03a7\\u03b84", "en": "Buckling reduction factor 8.13 section 4 \\u03a7\\u03b84" }, { "id": "377", "de": "", "en": "" }, { "id": "378", "de": "Charakteristische Beulspannung 8.12 Schuss 1 \\u03c3\\u03b8,Rk1", "en": "Characteristic buckling stress 8.12 section 1 \\u03c3\\u03b8,Rk1" }, { "id": "379", "de": "Charakteristische Beulspannung 8.12 Schuss 2 \\u03c3\\u03b8,Rk2", "en": "Characteristic buckling stress 8.12 section 2 \\u03c3\\u03b8,Rk2" }, { "id": "380", "de": "Charakteristische Beulspannung 8.12 Schuss 3 \\u03c3\\u03b8,Rk3", "en": "Characteristic buckling stress 8.12 section 3 \\u03c3\\u03b8,Rk3" }, { "id": "381", "de": "Charakteristische Beulspannung 8.12 Schuss 4 \\u03c3\\u03b8,Rk4", "en": "Characteristic buckling stress 8.12 section 4 \\u03c3\\u03b8,Rk4" }, { "id": "382", "de": "Bemessungsbeulspannung 8.11 Schuss 1 \\u03c3\\u03b8,Rd1", "en": "Design buckling stress 8.11 section 1 \\u03c3\\u03b8,Rd1" }, { "id": "383", "de": "Bemessungsbeulspannung 8.11 Schuss 2 \\u03c3\\u03b8,Rd2", "en": "Design buckling stress 8.11 section 2 \\u03c3\\u03b8,Rd2" }, { "id": "384", "de": "Bemessungsbeulspannung 8.11 Schuss 3 \\u03c3\\u03b8,Rd3", "en": "Design buckling stress 8.11 section 3 \\u03c3\\u03b8,Rd3" }, { "id": "385", "de": "Bemessungsbeulspannung 8.11 Schuss 4 \\u03c3\\u03b8,Rd4", "en": "Design buckling stress 8.11 section 4 \\u03c3\\u03b8,Rd4" }, { "id": "386", "de": "", "en": "" }, { "id": "387", "de": "Äquivalente axialsymmetrische Druckverteilung D.28 Schuss 1 qeq1", "en": "Equivalent axial symmetric pressure distribution D.28 section 1 qeq1" }, { "id": "388", "de": "Äquivalente axialsymmetrische Druckverteilung D.28 Schuss 2 qeq2", "en": "Equivalent axial symmetric pressure distribution D.28 section 2 qeq2" }, { "id": "389", "de": "Äquivalente axialsymmetrische Druckverteilung D.28 Schuss 3 qeq3", "en": "Equivalent axial symmetric pressure distribution D.28 section 3 qeq3" }, { "id": "390", "de": "Äquivalente axialsymmetrische Druckverteilung D.28 Schuss 4 qeq4", "en": "Equivalent axial symmetric pressure distribution D.28 section 4 qeq4" }, { "id": "391", "de": "Saugdruck qs", "en": "Suction pressure qs" }, { "id": "392", "de": "Parameter D.29 Schuss 1 kw1", "en": "Parameter D.29 section 1 kw1" }, { "id": "393", "de": "Parameter D.29 Schuss 2 kw2", "en": "Parameter D.29 section 2 kw2" }, { "id": "394", "de": "Parameter D.29 Schuss 3 kw3", "en": "Parameter D.29 section 3 kw3" }, { "id": "395", "de": "Parameter D.29 Schuss 4 kw4", "en": "Parameter D.29 section 4 kw4" }, { "id": "396", "de": "Parameter: DIN EN 1991-1-4 (7.2.9) ks", "en": "Parameter: DIN EN 1991-1-4 (7.2.9) ks" }, { "id": "397", "de": "", "en": "" }, { "id": "398", "de": "Umfangsdruckspannung D.30 Schuss 1 \\u03c3\\u03b8,Ed1", "en": "Circumferential compressive stress D.30 section 1 \\u03c3\\u03b8,Ed1" }, { "id": "399", "de": "Umfangsdruckspannung D.30 Schuss 2 \\u03c3\\u03b8,Ed2", "en": "Circumferential compressive stress D.30 section 2 \\u03c3\\u03b8,Ed2" }, { "id": "400", "de": "Umfangsdruckspannung D.30 Schuss 3 \\u03c3\\u03b8,Ed3", "en": "Circumferential compressive stress D.30 section 3 \\u03c3\\u03b8,Ed3" }, { "id": "401", "de": "Umfangsdruckspannung D.30 Schuss 4 \\u03c3\\u03b8,Ed4", "en": "Circumferential compressive stress D.30 section 4 \\u03c3\\u03b8,Ed4" }, { "id": "402", "de": "Beulsicherheitsnachweis 8.5.3 Schuss 1 Cond853\\u03b81", "en": "Buckling strength verification 8.5.3 section 1 Cond853\\u03b81" }, { "id": "403", "de": "Beulsicherheitsnachweis 8.5.3 Schuss 2 Cond853\\u03b82", "en": "Buckling strength verification 8.5.3 section 2 Cond853\\u03b82" }, { "id": "404", "de": "Beulsicherheitsnachweis 8.5.3 Schuss 3 Cond853\\u03b83", "en": "Buckling strength verification 8.5.3 section 3 Cond853\\u03b83" }, { "id": "405", "de": "Beulsicherheitsnachweis 8.5.3 Schuss 4 Cond853\\u03b84", "en": "Buckling strength verification 8.5.3 section 4 Cond853\\u03b84" }, { "id": "406", "de": "", "en": "" }, { "id": "407", "de": "", "en": "" }, { "id": "408", "de": "Teilsicherheitsbeiwert für Widerstand gegen plastisches Versagen DIN EN 1993-4-1, 2.9.2.2 \\u03b3M0", "en": "Partial safety factor resistance for plastic failure DIN EN 1993-4-1, 2.9.2.2 \\u03b3M0" }, { "id": "409", "de": "Teilsicherheitsbeiwert für Widerstand gegen Beulen DIN EN 1993-4-1, 2.9.2.2 \\u03b3M1", "en": "Partial safety factor buckling resistance DIN EN 1993-4-1, 2.9.2.2 \\u03b3M1" }, { "id": "410", "de": "Teilsicherheitsbeiwert für Widerstand gegen Zugbruch DIN EN 1993-4-1, 2.9.2.2 \\u03b3M2", "en": "Partial safety factor tensile fracture resistance DIN EN 1993-4-1, 2.9.2.2 \\u03b3M2" }, { "id": "411", "de": "Teilsicherheitsbeiwert für Widerstand gegen zyklisches Plastizieren DIN EN 1993-4-1, 2.9.2.2 \\u03b3M4", "en": "Partial safety factor cyclic plasticizing resistance DIN EN 1993-4-1, 2.9.2.2 \\u03b3M4" }, { "id": "412", "de": "Teilsicherheitsbeiwert für Widerstand von Verbindungen DIN EN 1993-4-1, 2.9.2.2 \\u03b3M5", "en": "Partial safety factor connection resistance DIN EN 1993-4-1, 2.9.2.2 \\u03b3M5" }, { "id": "413", "de": "Teilsicherheitsbeiwert für Widerstand gegen Ermüdung DIN EN 1993-4-1, 2.9.2.2 \\u03b3M6", "en": "Partial safety factor fatigue resistance DIN EN 1993-4-1, 2.9.2.2 \\u03b3M6" }, { "id": "414", "de": "Teilsicherheitsbeiwert ständige Einwirkung \\u03b3G", "en": "Partial safety factor steady loads \\u03b3G" }, { "id": "415", "de": "Teilsicherheitsbeiwert veränderliche Einwirkung \\u03b3Q", "en": "Partial safety factor changing loads \\u03b3Q" }, { "id": "416", "de": "Teilsicherheitsbeiwert Flüssigkeitsfüllung DIN EN 1991-4 A.2.1 B.3 \\u03b3QF", "en": "Partial safety factor liquid filling DIN EN 1991-4 A.2.1 B.3 \\u03b3QF" }, { "id": "417", "de": "", "en": "" }, { "id": "418", "de": "Wert Beulsicherheitsnachweis 8.5.3 Schuss 1 Value853\\u03b81", "en": "Value Buckling strength verification 8.5.3 section 1 Value853\\u03b81" }, { "id": "419", "de": "Wert Beulsicherheitsnachweis 8.5.3 Schuss 2 Value853\\u03b82", "en": "Value Buckling strength verification 8.5.3 section 2 Value853\\u03b82" }, { "id": "420", "de": "Wert Beulsicherheitsnachweis 8.5.3 Schuss 3 Value853\\u03b83", "en": "Value Buckling strength verification 8.5.3 section 3 Value853\\u03b83" }, { "id": "421", "de": "Wert Beulsicherheitsnachweis 8.5.3 Schuss 4 Value853\\u03b84", "en": "Value Buckling strength verification 8.5.3 section 4 Value853\\u03b84" }, { "id": "422", "de": "", "en": "" }, { "id": "423", "de": "Meridianspannung Windsog Schuss 1 \\u03c3x,WS1", "en": "Meridional stress wind suction section 1 \\u03c3x,WS1" }, { "id": "424", "de": "Meridianspannung Windsog Schuss 2 \\u03c3x,WS2", "en": "Meridional stress wind suction section 2 \\u03c3x,WS2" }, { "id": "425", "de": "Meridianspannung Windsog Schuss 3 \\u03c3x,WS3", "en": "Meridional stress wind suction section 3 \\u03c3x,WS3" }, { "id": "426", "de": "Meridianspannung Windsog Schuss 4 \\u03c3x,WS4", "en": "Meridional stress wind suction section 4 \\u03c3x,WS4" }, { "id": "427", "de": "Meridianspannung Wind Kippmoment Dachsog Schuss 1 \\u03c3x,Mws1", "en": "Meridional stress wind tilting moment roof suction section 1 \\u03c3x,Mws1" }, { "id": "428", "de": "Meridianspannung Wind Kippmoment Dachsog Schuss 2 \\u03c3x,Mws2", "en": "Meridional stress wind tilting moment roof suction section 2 \\u03c3x,Mws2" }, { "id": "429", "de": "Meridianspannung Wind Kippmoment Dachsog Schuss 3 \\u03c3x,Mws3", "en": "Meridional stress wind tilting moment roof suction section 3 \\u03c3x,Mws3" }, { "id": "430", "de": "Meridianspannung Wind Kippmoment Dachsog Schuss 4 \\u03c3x,Mws4", "en": "Meridional stress wind tilting moment roof suction section 4 \\u03c3x,Mws4" }, { "id": "431", "de": "Schubspannung Windlast Schuss 1 \\u03c4x,,\\u03b81", "en": "Shear stress wind load section 1 \\u03c4x,,\\u03b81" }, { "id": "432", "de": "Schubspannung Windlast Schuss 2 \\u03c4x,\\u03b82", "en": "Shear stress wind load section 2 \\u03c4x,\\u03b82" }, { "id": "433", "de": "Schubspannung Windlast Schuss 3 \\u03c4x,\\u03b83", "en": "Shear stress wind load section 3 \\u03c4x,\\u03b83" }, { "id": "434", "de": "Schubspannung Windlast Schuss 4 \\u03c4x,\\u03b84", "en": "Shear stress wind load section 4 \\u03c4x,\\u03b84" }, { "id": "435", "de": "Meridianspannung Kippmoment Schiefstellung Schuss 1 \\u03c3x,Mst1", "en": "Meridional stress tilting moment due to slope section 1 \\u03c3x,Mst1" }, { "id": "436", "de": "Meridianspannung Kippmoment Schiefstellung Schuss 2 \\u03c3x,Mst2", "en": "Meridional stress tilting moment due to slope section 2 \\u03c3x,Mst2" }, { "id": "437", "de": "Meridianspannung Kippmoment Schiefstellung Schuss 3 \\u03c3x,Mst3", "en": "Meridional stress tilting moment due to slope section 3 \\u03c3x,Mst3" }, { "id": "438", "de": "Meridianspannung Kippmoment Schiefstellung Schuss 4 \\u03c3x,Mst4", "en": "Meridional stress tilting moment due to slope section 4 \\u03c3x,Mst4" }, { "id": "439", "de": "", "en": "" }, { "id": "440", "de": "", "en": "" }, { "id": "441", "de": "Umfangszugspannung Schuss 1 \\u03c3\\u03b8,ED1", "en": "Circumferential tensile stress section 1 \\u03c3\\u03b8,ED1" }, { "id": "442", "de": "Umfangszugspannung Schuss 2 \\u03c3\\u03b8,ED2", "en": "Circumferential tensile stress section 2 \\u03c3\\u03b8,ED2" }, { "id": "443", "de": "Umfangszugspannung Schuss 3 \\u03c3\\u03b8,ED3", "en": "Circumferential tensile stress section 3 \\u03c3\\u03b8,ED3" }, { "id": "444", "de": "Umfangszugspannung Schuss 4 \\u03c3\\u03b8,ED4", "en": "Circumferential tensile stress section 4 \\u03c3\\u03b8,ED4" }, { "id": "445", "de": "Betriebsdruck p", "en": "Operating pressure p" }, { "id": "446", "de": "_Betriebsüberdruck Pue", "en": "_Betriebsüberdruck Pue" }, { "id": "447", "de": "_Betriebsunterdruck Pu", "en": "_Betriebsunterdruck Pu" }, { "id": "448", "de": "", "en": "" }, { "id": "449", "de": "", "en": "" }, { "id": "450", "de": "Meridiandruckspannung Schuss 1 \\u03c3x,ED1", "en": "Meridional compressive stress section 1 \\u03c3x,ED1" }, { "id": "451", "de": "Meridiandruckspannung Schuss 2 \\u03c3x,ED2", "en": "Meridional compressive stress section 2 \\u03c3x,ED2" }, { "id": "452", "de": "Meridiandruckspannung Schuss 3 \\u03c3x,ED3", "en": "Meridional compressive stress section 3 \\u03c3x,ED3" }, { "id": "453", "de": "Meridiandruckspannung Schuss 4 \\u03c3x,ED4", "en": "Meridional compressive stress section 4 \\u03c3x,ED4" }, { "id": "454", "de": "", "en": "" }, { "id": "455", "de": "Bemessungs- Vergleichspannung Schuss 1 \\u03c3eq,ED1", "en": "Design equivalent stress section 1 \\u03c3eq,ED1" }, { "id": "456", "de": "Bemessungs- Vergleichspannung Schuss 2 \\u03c3eq,ED2", "en": "Design equivalent stress section 2 \\u03c3eq,ED2" }, { "id": "457", "de": "Bemessungs- Vergleichspannung Schuss 3 \\u03c3eq,ED3", "en": "Design equivalent stress section 3 \\u03c3eq,ED3" }, { "id": "458", "de": "Bemessungs- Vergleichspannung Schuss 4 \\u03c3eq,ED4", "en": "Design equivalent stress section 4 \\u03c3eq,ED4" }, { "id": "459", "de": "", "en": "" }, { "id": "460", "de": "Bedingung LS1 Schuss 1 Cond\\u03b81", "en": "Condition LS1 section 1 Cond\\u03b81" }, { "id": "461", "de": "Bedingung LS1 Schuss 2 Cond\\u03b82", "en": "Condition LS1 section 2 Cond\\u03b82" }, { "id": "462", "de": "Bedingung LS1 Schuss 3 Cond\\u03b83", "en": "Condition LS1 section 3 Cond\\u03b83" }, { "id": "463", "de": "Bedingung LS1 Schuss 4 Cond\\u03b84", "en": "Condition LS1 section 4 Cond\\u03b84" }, { "id": "464", "de": "Lastkombinationsbeiwert DIN EN 1991-4, A.2 \\u03c80,1", "en": "Load combination factor DIN EN 1991-4, A.2 \\u03c80,1" }, { "id": "465", "de": "Lastkombinationsbeiwert DIN EN 1991-4, A.3 \\u03c80,2", "en": "Load combination factor DIN EN 1991-4, A.3 \\u03c80,2" }, { "id": "466", "de": "Lastkombinationsbeiwert DIN EN 1991-4, A.4 \\u03c80,3", "en": "Load combination factor DIN EN 1991-4, A.4 \\u03c80,3" }, { "id": "467", "de": "Lastkombinationsbeiwert DIN EN 1991-4, A.4 \\u03c81,x", "en": "Load combination factor DIN EN 1991-4, A.4 \\u03c81,x" }, { "id": "468", "de": "Lastkombinationsbeiwert DIN EN 1991-4, A.4 \\u03c82,x", "en": "Load combination factor DIN EN 1991-4, A.4 \\u03c82,x" }, { "id": "469", "de": "", "en": "" }, { "id": "470", "de": "", "en": "" }, { "id": "471", "de": "Fallunterscheidung Tabelle D.1 Schuss 2 CaseD12", "en": "Case distinction table D.1 section 2 CaseD12" }, { "id": "472", "de": "Parameter Tabelle D.1 Schuss 2 Cxb2", "en": "Parameter table D.1 section 2 Cxb2" }, { "id": "473", "de": "Fallunterscheidung Tabelle D.1 Schuss 3 CaseD13", "en": "Case distinction table D.1 section 3 CaseD13" }, { "id": "474", "de": "Parameter Tabelle D.1 Schuss 3 Cxb3", "en": "Parameter table D.1 section 3 Cxb3" }, { "id": "475", "de": "Fallunterscheidung Tabelle D.1 Schuss 4 CaseD14", "en": "Case distinction table D.1 section 4 CaseD14" }, { "id": "476", "de": "Parameter Tabelle D.1 Schuss 4 Cxb4", "en": "Parameter table D.1 section 4 Cxb4" }, { "id": "477", "de": "", "en": "" }, { "id": "478", "de": "Beulinteraktionsparameter x Schuss 1 kx1", "en": "Buckling interaction parameter x section 1 kx1" }, { "id": "479", "de": "Beulinteraktionsparameter x Schuss 2 kx2", "en": "Buckling interaction parameter x section 2 kx2" }, { "id": "480", "de": "Beulinteraktionsparameter x Schuss 3 kx3", "en": "Buckling interaction parameter x section 3 kx3" }, { "id": "481", "de": "Beulinteraktionsparameter x Schuss 4 kx4", "en": "Buckling interaction parameter x section 4 kx4" }, { "id": "482", "de": "Beulinteraktionsparameter theta Schuss 1 k\\u03b81", "en": "Buckling interaction parameter theta section 1 k\\u03b81" }, { "id": "483", "de": "Beulinteraktionsparameter theta Schuss 2 k\\u03b82", "en": "Buckling interaction parameter theta section 2 k\\u03b82" }, { "id": "484", "de": "Beulinteraktionsparameter theta Schuss 3 k\\u03b83", "en": "Buckling interaction parameter theta section 3 k\\u03b83" }, { "id": "485", "de": "Beulinteraktionsparameter theta Schuss 4 k\\u03b84", "en": "Buckling interaction parameter theta section 4 k\\u03b84" }, { "id": "486", "de": "Beulinteraktionsparameter tau Schuss 1 k\\u03c41", "en": "Buckling interaction parameter tau section 1 k\\u03c41" }, { "id": "487", "de": "Beulinteraktionsparameter tau Schuss 2 k\\u03c42", "en": "Buckling interaction parameter tau section 2 k\\u03c42" }, { "id": "488", "de": "Beulinteraktionsparameter tau Schuss 3 k\\u03c43", "en": "Buckling interaction parameter tau section 3 k\\u03c43" }, { "id": "489", "de": "Beulinteraktionsparameter tau Schuss 4 k\\u03c44", "en": "Buckling interaction parameter tau section 4 k\\u03c44" }, { "id": "490", "de": "Beulinteraktionsparameter ki Schuss 1 ki1", "en": "Buckling interaction parameter ki section 1 ki1" }, { "id": "491", "de": "Beulinteraktionsparameter ki Schuss 2 ki2", "en": "Buckling interaction parameter ki section 2 ki2" }, { "id": "492", "de": "Beulinteraktionsparameter ki Schuss 3 ki3", "en": "Buckling interaction parameter ki section 3 ki3" }, { "id": "493", "de": "Beulinteraktionsparameter ki Schuss 4 ki4", "en": "Buckling interaction parameter ki section 4 ki4" }, { "id": "494", "de": "", "en": "" }, { "id": "495", "de": "", "en": "" }, { "id": "496", "de": "Bedingung Beulinteraktionsnachweis Schuss 1 Cond8531", "en": "Condition Buckling interaction check section 1 Cond8531" }, { "id": "497", "de": "Bedingung Beulinteraktionsnachweis Schuss 2 Cond8532", "en": "Condition Buckling interaction check section 2 Cond8532" }, { "id": "498", "de": "Bedingung Beulinteraktionsnachweis Schuss 3 Cond8533", "en": "Condition Buckling interaction check section 3 Cond8533" }, { "id": "499", "de": "Bedingung Beulinteraktionsnachweis Schuss 4 Cond8534", "en": "Condition Buckling interaction check section 4 Cond8534" }, { "id": "500", "de": "Wert Beulinteraktionsnachweis Schuss 1 Val8531", "en": "Value Buckling interaction check section 1 Val8531" }, { "id": "501", "de": "Wert Beulinteraktionsnachweis Schuss 2 Val8532", "en": "Value Buckling interaction check section 2 Val8532" }, { "id": "502", "de": "Wert Beulinteraktionsnachweis Schuss 3 Val8533", "en": "Value Buckling interaction check section 3 Val8533" }, { "id": "503", "de": "Wert Beulinteraktionsnachweis Schuss 4 Val8534", "en": "Value Buckling interaction check section 4 Val8534" }, { "id": "504", "de": "", "en": "" }, { "id": "505", "de": "Länge Schuss 1 in Ersatzzylinder a", "en": "Length of section 1 in equivalent cylinder a" }, { "id": "506", "de": "Länge Schuss 2 in Ersatzzylinder a", "en": "Length of section 2 in equivalent cylinder a" }, { "id": "507", "de": "Länge Schuss 3 in Ersatzzylinder a", "en": "Length of section 3 in equivalent cylinder a" }, { "id": "508", "de": "Länge Schuss 4 in Ersatzzylinder a", "en": "Length of section 4 in equivalent cylinder a" }, { "id": "509", "de": "Länge Schuss 1 in Ersatzzylinder b", "en": "Length of section 1 in equivalent cylinder b" }, { "id": "510", "de": "Länge Schuss 2 in Ersatzzylinder b", "en": "Length of section 2 in equivalent cylinder b" }, { "id": "511", "de": "Länge Schuss 3 in Ersatzzylinder b", "en": "Length of section 3 in equivalent cylinder b" }, { "id": "512", "de": "Länge Schuss 4 in Ersatzzylinder b", "en": "Length of section 4 in equivalent cylinder b" }, { "id": "513", "de": "Länge Schuss 1 in Ersatzzylinder c", "en": "Length of section 1 in equivalent cylinder c" }, { "id": "514", "de": "Länge Schuss 2 in Ersatzzylinder c", "en": "Length of section 2 in equivalent cylinder c" }, { "id": "515", "de": "Länge Schuss 3 in Ersatzzylinder c", "en": "Length of section 3 in equivalent cylinder c" }, { "id": "516", "de": "Länge Schuss 4 in Ersatzzylinder c", "en": "Length of section 4 in equivalent cylinder c" }, { "id": "517", "de": "Schnittlast aus Füllen/Entleeren n_S", "en": "Section load filling/emptying n_S" }, { "id": "518", "de": "Gesamte veränderliche Last Vges", "en": "Total changing loads Vges" } ], "constantFields": [ ], "sourceFolder": "LvDataFolder/DotNet_Module/EC3C_.Net/LvEC3C.NET", "masks": [ "src/modules/masks/EC3C.json" ] }, { "id": "EC3S", "labels": [ { "id": "1", "de": "", "en": "" }, { "id": "2", "de": "", "en": "" }, { "id": "3", "de": "test test", "en": "Test test" }, { "id": "4", "de": "Funktionstyp der Ringsteife Rst", "en": "Type of ring stiffener Rst" }, { "id": "5", "de": "", "en": "" }, { "id": "6", "de": "Außendurchmesser der Schale ECCS Bild 17.1 dac", "en": "Outside diameter of shell ECCS Bild 17.1 dac" }, { "id": "7", "de": "Wanddicke Zylinder ECCS Bild 17.1 tc", "en": "Wall thickness shell cylinder ECCS Fig. 17.1 tc" }, { "id": "8", "de": "Länge ringversteifter Zylinder ECCS Bild 17.1 lc", "en": "Length of ring-stiffened cylinder ECCS Fig. 17.1 lc" }, { "id": "9", "de": "Abstand der leichten Ringsteifen ECCS Bild 17.1 lr", "en": "Distance of light stiffeners ECCS Fig. 17.1 lr" }, { "id": "10", "de": "Anteilige Zylinderlänge bei schweren Zwischenringsteifen ECCS 17.5 lhb", "en": "Shared cylinder length of a heavy stiffener ECCS 17.5 lhb" }, { "id": "11", "de": "Anzahl der leichten Ringsteifen ECCS Bild 17.4.1 (2) nr", "en": "Number of light stiffeners ECCS Fig. 17.4.1 (2) nr" }, { "id": "12", "de": "", "en": "" }, { "id": "13", "de": "Radius der Schalenmitte rc", "en": "Shell center radius rc" }, { "id": "14", "de": "Verhältnis Radius Wanddicke Zylinder r/t", "en": "Ratio radius and wall thickness cylinder r/t" }, { "id": "15", "de": "Anteilige Zylinderlänge zu den Ringsteifen lr/h", "en": "Shared cylinder length of stiffeners lr/h" }, { "id": "16", "de": "Bedingung ECCS 17.4.1 (2) nrx", "en": "Condition ECCS 17.4.1 (2) nrx" }, { "id": "17", "de": "", "en": "" }, { "id": "18", "de": "Abminderungsfaktor Zwischenringbeulen Umfangsbeanspruchung, EC3 zylindrische Wand \\u03a7\\u03b8loc", "en": "Inter-stiffener buckling reduction factor circumferential load, EC3 cylindrical wall \\u03a7\\u03b8loc" }, { "id": "19", "de": "", "en": "" }, { "id": "20", "de": "_Querschnittsform der Ringsteifen ECCS Bild 17.2 csr", "en": "_Shape of cross-section of ring stiffeners ECCS Fig. 17.2 csr" }, { "id": "21", "de": "Verhältnis lc / lr", "en": "Ratio lc / lr" }, { "id": "22", "de": "Gleichungen anzeigen", "en": "Show equations" }, { "id": "23", "de": "", "en": "" }, { "id": "24", "de": "", "en": "" }, { "id": "25", "de": "Einbausituation Flachsteife ECCS 17.4.4 Plsit", "en": "Flat stiffener external or internal ECCS 17.4.4 Plsit" }, { "id": "26", "de": "Herstellungsmethode der Ringsteifen ECCS Eq. 17.28 Hrst", "en": "Fabrication method of ring stiffeners ECCS Eq. 17.28 Hrst" }, { "id": "27", "de": "Breite Ringträgerflansch ECCS Bild 17.2 bf", "en": "Width of stiffener flange ECCS Fig. 17.2 bf" }, { "id": "28", "de": "Dicke Ringträgerflansch ECCS Bild 17.2 tf", "en": "Thickness of stiffener flange ECCS Fig. 17.2 tf" }, { "id": "29", "de": "Breite Ringträgersteg ECCS Bild 17.2 bw", "en": "Width of stiffener web ECCS Fig. 17.2 bw" }, { "id": "30", "de": "Dicke Ringträgersteg ECCS Bild 17.2 tw", "en": "Thickness of stiffener web ECCS Fig. 17.2 tw" }, { "id": "31", "de": "Breite Flachstahl-Ringsteifenquerschnitt ECCS Bild 17.2 br", "en": "Width of flat steel ring stiffener cross section ECCS Fig. 17.2 br" }, { "id": "32", "de": "Dicke Flachstahl-Ringsteifenquerschnitt ECCS Bild 17.2 tr", "en": "Thickness of flat steel ring stiffener cross section ECCS Fig. 17.2 tr" }, { "id": "33", "de": "Querschittsfläche Ringsteifenquerschnitt ECCS Bild 17.2 Ar", "en": "Cross-sectional area of ring stiffener ECCS Fig. 17.2 Ar" }, { "id": "34", "de": "Flächenträgheitsmoment y Ringsteife ECCS Bild 17.2 Jrypr", "en": "Moment of inertia y ring stiffener ECCS Fig. 17.2 Jrypr" }, { "id": "35", "de": "Flächenträgheitsmoment z Ringsteife ECCS Bild 17.2 Jrzpr", "en": "Moment of inertia z ring stiffener ECCS Fig. 17.2 Jrzpr" }, { "id": "36", "de": "Torsionsflächenmoment 2. Grades Ringsteife ECCS Bild 17.2 Jrt", "en": "2nd torsional moment of inertia of ring stiffener ECCS Fig. 17.2 Jrt" }, { "id": "37", "de": "Schwerpunktabstand Ringsteifenquerschnitt ECCS Bild 17.2 Z0", "en": "Outward eccentricity of the centroid of a stiffener from the shell middle surface ECCS Fig. 17.2 Z0" }, { "id": "38", "de": "", "en": "" }, { "id": "39", "de": "Fallunterscheidung ECCS Tabelle 17.2", "en": "Case distinction ECCS Table 17.2" }, { "id": "40", "de": "Vorhandene Unrundheit Ringsteifen ECCS 17.2.4 a", "en": "Existing out-of-roundness of ring stiffeners ECCS 17.2.4 a" }, { "id": "41", "de": "Unrundheitsparameter Tabelle 17.2 Ura", "en": "Out-of-roundness parameter Table 17.2 Ura" }, { "id": "42", "de": "Unrundheitsparameter Tabelle 17.2 Urb", "en": "Out-of-roundness parameter Table 17.2 Urb" }, { "id": "43", "de": "Grenze Unrundheit ECCS Eq. 17.10 a/b as6", "en": "Out-of-roundness tolerancet ECCS Eq. 17.10 a/b as6" }, { "id": "44", "de": "Grenze Unrundheit ECCS Eq. 17.10 m \u003e 6 ab6", "en": "Out-of-roundness tolerance ECCS Eq. 17.10 m \u003e 6 ab6" }, { "id": "45", "de": "Nachweis: Unrundheit radial eingehalten ECCS Eq 17.10", "en": "Proof: Radial out-of-roundness tolerance adhered to radially ECCS Eq 17.10" }, { "id": "46", "de": "", "en": "" }, { "id": "47", "de": "", "en": "" }, { "id": "48", "de": "Fallunterscheidung ECCS Tabelle 17.3", "en": "Case distinction ECCS Table 17.3" }, { "id": "49", "de": "Vorhandene Vorverdrehung Ringsteifen ECCS 17.2.4 \\u03b8", "en": "Existing initial tilt of ring stiffener ECCS 17.2.4 \\u03b8" }, { "id": "50", "de": "Vorverdrehungsparameter Tabelle 17.3 U\\u03b8", "en": "Initial tilt parameter Table 17.3 U\\u03b8" }, { "id": "51", "de": "Nachweis: Vorverdrehung eingehalten ECCS Eq 17.11", "en": "Proof: Initial tilt adhered to ECCS Eq 17.11" }, { "id": "52", "de": "", "en": "" }, { "id": "53", "de": "Breite anliegender Flansch Ringsteife ECCS Bild 17.2 b0", "en": "Width of stiffener flange abutting against the wall ECCS Fig. 17.2 b0" }, { "id": "54", "de": "", "en": "" }, { "id": "55", "de": "Querschittsfläche Ringsteifenquerschnitt ECCS Bild 17.2 Arst", "en": "Cross-sectional area of ring stiffener ECCS Fig. 17.2 Arst" }, { "id": "56", "de": "Flächenträgheitsmoment y Ringsteife ECCS Bild 17.2 Jry", "en": "Moment of inertia y ring stiffener ECCS Fig. 17.2 Jry" }, { "id": "57", "de": "Flächenträgheitsmoment z Ringsteife ECCS Bild 17.2 Jrz", "en": "Moment of inertia z ring stiffener ECCS Fig. 17.2 Jrz" }, { "id": "58", "de": "Radius Mitte Ringsteife ECCS Bild 17.2 r0rr", "en": "Radius of the centroid of a stiffener ECCS Fig. 17.2 r0rr" }, { "id": "59", "de": "Parameter ECCS Eq. 17.4 \\u03b71", "en": "Parameter ECCS Eq. 17.4 \\u03b71" }, { "id": "60", "de": "mitwirkende Breite Zylinderwand Normalkraft ECCS Eq. 17.3 beN", "en": "effective width of cylinder wall for circumferential force ECCS Eq. 17.3 beN" }, { "id": "61", "de": "", "en": "" }, { "id": "62", "de": "korrigierte Breite I, T, L Profil ECCS Recommendations 17.4.3 b", "en": "corrected width I, T, L profile ECCS Recommendations 17.4.3 b" }, { "id": "63", "de": "Ringsteifenbreite bges", "en": "Width of ring stiffener bges" }, { "id": "64", "de": "", "en": "" }, { "id": "65", "de": "Schwerpunktabstand Ringsteifenquerschnitt ECCS Bild 17.2 Z0rst", "en": "Outward eccentricity of the centroid of a stiffener from the shell middle surface ECCS Fig. 17.2 Z0rst" }, { "id": "66", "de": "Effektive Querschittsfläche Ringsteifenquerschnitt ECCS Eq. 17.2 Arehe", "en": "Effective cross-sectional area of ring stiffener ECCS Eq. 17.2 Arehe" }, { "id": "67", "de": "Schwerpunktabstand Ringsteife effektiv ECCS Bild 17.2 Z0re", "en": "Effective outward eccentricity of the centroid of a stiffener from the mid-shell surface ECCS Fig. 17.2 Z0re" }, { "id": "68", "de": "Schwerpunktabstand Ringsteife - Ringsteife effektiv ECCS Bild 17.2 e0", "en": "Outward positive distance of a stiffener centroid of the effective cross section e0" }, { "id": "69", "de": "Schwerpunktabstand Ringsteife effektiv - Ringsteife Randfaser ECCS Bild 17.2 eR", "en": "Outward positive distance of a stiffener extreme surface from the centroid of the effective cross section eR" }, { "id": "70", "de": "Schwerpunktabstand Ringsteife effektiv - Zylinder Mittelfläche ECCS Bild 17.2 eU", "en": "Inward positive distance of the shell middle surface from the centroid of the effective cross section eU" }, { "id": "71", "de": "Hilfswert ECCS Eq. 17.9 \\u03c9r", "en": "Auxiliary value ECCS Eq. 17.9 \\u03c9r" }, { "id": "72", "de": "_Bedingung ECCS Tabelle 17.1", "en": "" }, { "id": "73", "de": "_Bedingung ECCS Tabelle 17.1", "en": "" }, { "id": "74", "de": "Parameter ECCS Tabelle 17.1 m=2 C12", "en": "Parameter ECCS Table 17.1 m=2 C12" }, { "id": "75", "de": "Parameter ECCS Tabelle 17.1 m=3 C13", "en": "Parameter ECCS Table 17.1 m=3 C13" }, { "id": "76", "de": "Parameter ECCS Tabelle 17.1 m=4 C14", "en": "Parameter ECCS Table 17.1 m=4 C14" }, { "id": "77", "de": "Parameter ECCS Tabelle 17.1 m=5 C15", "en": "Parameter ECCS Table 17.1 m=5 C15" }, { "id": "78", "de": "Parameter ECCS Tabelle 17.1 m=6 C16", "en": "Parameter ECCS Table 17.1 m=6 C16" }, { "id": "79", "de": "Parameter ECCS Tabelle 17.1 m\u003e6 C1i", "en": "Parameter ECCS Table 17.1 m\u003e6 C1i" }, { "id": "80", "de": "Beulwellenzahl m gewählt ECCS Tabelle 17.1 m\u003e6 mx", "en": "Selected number of circumferental buckling waves m ECCS Table 17.1 m\u003e6 mx" }, { "id": "81", "de": "Produkt ECCS Tabelle 17.1 m=2 beM/lr2", "en": "Product ECCS Table 17.1 m=2 beM/lr2" }, { "id": "82", "de": "Produkt ECCS Tabelle 17.1 m=3 beM/lr3", "en": "Product ECCS Table 17.1 m=3 beM/lr3" }, { "id": "83", "de": "Produkt ECCS Tabelle 17.1 m=4 beM/lr4", "en": "Product ECCS Table 17.1 m=4 beM/lr4" }, { "id": "84", "de": "Produkt ECCS Tabelle 17.1 m=5 beM/lr5", "en": "Product ECCS Table 17.1 m=5 beM/lr5" }, { "id": "85", "de": "Produkt ECCS Tabelle 17.1 m=6 beM/lr6", "en": "Product ECCS Table 17.1 m=6 beM/lr6" }, { "id": "86", "de": "Produkt ECCS Tabelle 17.1 m\u003e6 beM/lri", "en": "Product ECCS Table 17.1 m\u003e6 beM/lri" }, { "id": "87", "de": "", "en": "" }, { "id": "88", "de": "Mitwirkende Breite Zylinderwand Biegung ECCS Tabelle 17.1 m=2 beM2", "en": "Effective width of cylinder wall for cirumferential bending ECCS Table 17.1 m=2 beM2" }, { "id": "89", "de": "Mitwirkende Breite Zylinderwand Biegung ECCS Tabelle 17.1 m=3 beM3", "en": "Effective width of cylinder wall for cirumferential bending ECCS Table 17.1 m=3 beM3" }, { "id": "90", "de": "Mitwirkende Breite Zylinderwand Biegung ECCS Tabelle 17.1 m=4 beM4", "en": "Effective width of cylinder wall for cirumferential bending ECCS Table 17.1 m=4 beM4" }, { "id": "91", "de": "Mitwirkende Breite Zylinderwand Biegung ECCS Tabelle 17.1 m=5 beM5", "en": "Effective width of cylinder wall for cirumferential bending ECCS Table 17.1 m=5 beM5" }, { "id": "92", "de": "Mitwirkende Breite Zylinderwand Biegung ECCS Tabelle 17.1 m=6 beM6", "en": "Effective width of cylinder wall for cirumferential bending ECCS Table 17.1 m=6 beM6" }, { "id": "93", "de": "Mitwirkende Breite Zylinderwand Biegung ECCS Tabelle 17.1 m\u003e6 beMi", "en": "Effective width of cylinder wall for cirumferential bending ECCS Table 17.1 m\u003e6 beMi" }, { "id": "94", "de": "", "en": "" }, { "id": "95", "de": "Flächenträgheitsmoment Zwischenwert ECCS Eq. 17.6 m=2 Jre2", "en": "Moment of inertia auxiliary value ECCS Eq. 17.6 m=2 Jre2" }, { "id": "96", "de": "Flächenträgheitsmoment Zwischenwert ECCS Eq. 17.6 m=3 Jre*3", "en": "Moment of inertia auxiliary value ECCS Eq. 17.6 m=3 Jre*3" }, { "id": "97", "de": "Flächenträgheitsmoment Zwischenwert ECCS Eq. 17.6 m=4 Jre*4", "en": "Moment of inertia auxiliary value ECCS Eq. 17.6 m=4 Jre*4" }, { "id": "98", "de": "Flächenträgheitsmoment Zwischenwert ECCS Eq. 17.6 m=5 Jre*5", "en": "Moment of inertia auxiliary value ECCS Eq. 17.6 m=5 Jre*5" }, { "id": "99", "de": "Flächenträgheitsmoment Zwischenwert ECCS Eq. 17.6 m=6 Jre*6", "en": "Moment of inertia auxiliary value ECCS Eq. 17.6 m=6 Jre*6" }, { "id": "100", "de": "Flächenträgheitsmoment Zwischenwert ECCS Eq. 17.6 m\u003e6 Jre*i", "en": "Moment of inertia auxiliary value ECCS Eq. 17.6 m\u003e6 Jre*i" }, { "id": "101", "de": "", "en": "" }, { "id": "102", "de": "Effektives Flächenträgheitsmoment Ringsteife ECCS Eq. 17.5 m=2 Jre2", "en": "Effective moment of inertia of ring stiffener ECCS Eq. 17.5 m=2 Jre2" }, { "id": "103", "de": "Effektives Flächenträgheitsmoment Ringsteife ECCS Eq. 17.5 m=3 Jre3", "en": "Effective moment of inertia of ring stiffener ECCS Eq. 17.5 m=3 Jre3" }, { "id": "104", "de": "Effektives Flächenträgheitsmoment Ringsteife ECCS Eq. 17.5 m=4 Jre4", "en": "Effective moment of inertia of ring stiffener ECCS Eq. 17.5 m=4 Jre4" }, { "id": "105", "de": "Effektives Flächenträgheitsmoment Ringsteife ECCS Eq. 17.5 m=5 Jre5", "en": "Effective moment of inertia of ring stiffener ECCS Eq. 17.5 m=5 Jre5" }, { "id": "106", "de": "Effektives Flächenträgheitsmoment Ringsteife ECCS Eq. 17.5 m=6 Jre6", "en": "Effective moment of inertia of ring stiffener ECCS Eq. 17.5 m=6 Jre6" }, { "id": "107", "de": "Effektives Flächenträgheitsmoment Ringsteife ECCS Eq. 17.5 m\u003e6 Jrei", "en": "Effective moment of inertia of ring stiffener ECCS Eq. 17.5 m\u003e6 Jrei" }, { "id": "108", "de": "", "en": "" }, { "id": "109", "de": "", "en": "" }, { "id": "110", "de": "Effektives Widerstandsmoment Ringsteife ECCS Eq. 17.7 m=2 Wre2", "en": "Effektives Widerstandsmoment RingsteifeEffective section modulus of ring stiffener Wre2" }, { "id": "111", "de": "Effektives Widerstandsmoment Ringsteife ECCS Eq. 17.7 m=3 Wre3", "en": "Effective section modulus of ring stiffener ECCS Eq. 17.7 m=3 Wre3" }, { "id": "112", "de": "Effektives Widerstandsmoment Ringsteife ECCS Eq. 17.7 m=4 Wre4", "en": "Effective section modulus of ring stiffener ECCS Eq. 17.7 m=4 Wre4" }, { "id": "113", "de": "Effektives Widerstandsmoment Ringsteife ECCS Eq. 17.7 m=5 Wre5", "en": "Effective section modulus of ring stiffener ECCS Eq. 17.7 m=5 Wre5" }, { "id": "114", "de": "Effektives Widerstandsmoment Ringsteife ECCS Eq. 17.7 m=6 Wre6", "en": "Effective section modulus of ring stiffener ECCS Eq. 17.7 m=6 Wre6" }, { "id": "115", "de": "Effektives Widerstandsmoment Ringsteife ECCS Eq. 17.7 m\u003e6 Wrei", "en": "Effective section modulus of ring stiffener ECCS Eq. 17.7 m\u003e6 Wrei" }, { "id": "116", "de": "", "en": "" }, { "id": "117", "de": "", "en": "" }, { "id": "118", "de": "Steifigkeitsbeiwert ECCS Eq. 17.8 m=2 \\u03b3r2", "en": "Rigidity factor ECCS Eq. 17.8 m=2 \\u03b3r2" }, { "id": "119", "de": "Steifigkeitsbeiwert ECCS Eq. 17.8 m=3 \\u03b3r3", "en": "Rigidity factor ECCS Eq. 17.8 m=3 \\u03b3r3" }, { "id": "120", "de": "Steifigkeitsbeiwert ECCS Eq. 17.8 m=4 \\u03b3r4", "en": "Rigidity factor ECCS Eq. 17.8 m=4 \\u03b3r4" }, { "id": "121", "de": "Steifigkeitsbeiwert ECCS Eq. 17.8 m=5 \\u03b3r5", "en": "Rigidity factor ECCS Eq. 17.8 m=5 \\u03b3r5" }, { "id": "122", "de": "Steifigkeitsbeiwert ECCS Eq. 17.8 m=6 \\u03b3r6", "en": "Rigidity factor ECCS Eq. 17.8 m=6 \\u03b3r6" }, { "id": "123", "de": "Steifigkeitsbeiwert ECCS Eq. 17.8 m\u003e6 \\u03b3ri", "en": "Rigidity factor ECCS Eq. 17.8 m\u003e6 \\u03b3ri" }, { "id": "124", "de": "", "en": "" }, { "id": "125", "de": "Hilfswert ECCS Eq. 17.17 m=2 \\u03b22", "en": "Auxiliary value ECCS Eq. 17.17 m=2 \\u03b22" }, { "id": "126", "de": "Hilfswert ECCS Eq. 17.17 m=3 \\u03b23", "en": "Auxiliary value ECCS Eq. 17.17 m=3 \\u03b23" }, { "id": "127", "de": "Hilfswert ECCS Eq. 17.17 m=4 \\u03b24", "en": "Auxiliary value ECCS Eq. 17.17 m=4 \\u03b24" }, { "id": "128", "de": "Hilfswert ECCS Eq. 17.17 m=5 \\u03b25", "en": "Auxiliary value ECCS Eq. 17.17 m=5 \\u03b25" }, { "id": "129", "de": "Hilfswert ECCS Eq. 17.17 m=6 \\u03b26", "en": "Auxiliary value ECCS Eq. 17.17 m=6 \\u03b26" }, { "id": "130", "de": "Hilfswert ECCS Eq. 17.17 m\u003e6 \\u03b2i", "en": "Auxiliary value ECCS Eq. 17.17 m\u003e6 \\u03b2i" }, { "id": "131", "de": "", "en": "" }, { "id": "132", "de": "Bedingung ECCS Eq. 17.15 m=2", "en": "Condition ECCS Eq. 17.15 m=2" }, { "id": "133", "de": "Bedingung ECCS Eq. 17.15 m=3", "en": "Condition ECCS Eq. 17.15 m=3" }, { "id": "134", "de": "Bedingung ECCS Eq. 17.15 m=4", "en": "Condition ECCS Eq. 17.15 m=4" }, { "id": "135", "de": "Bedingung ECCS Eq. 17.15 m=5", "en": "Condition ECCS Eq. 17.15 m=5" }, { "id": "136", "de": "Bedingung ECCS Eq. 17.15 m=6", "en": "Condition ECCS Eq. 17.15 m=6" }, { "id": "137", "de": "Bedingung ECCS Eq. 17.15 m\u003e6", "en": "Condition ECCS Eq. 17.15 m\u003e6" }, { "id": "138", "de": "Hilfswert ECCS Eq. 17.18 m=2 mquer2", "en": "Auxiliary value ECCS Eq. 17.18 m=2 mquer2" }, { "id": "139", "de": "Hilfswert ECCS Eq. 17.18 m=3 mquer3", "en": "Auxiliary value ECCS Eq. 17.18 m=3 mquer3" }, { "id": "140", "de": "Hilfswert ECCS Eq. 17.18 m=4 mquer4", "en": "Auxiliary value ECCS Eq. 17.18 m=4 mquer4" }, { "id": "141", "de": "Hilfswert ECCS Eq. 17.18 m=5 mquer5", "en": "Auxiliary value ECCS Eq. 17.18 m=5 mquer5" }, { "id": "142", "de": "Hilfswert ECCS Eq. 17.18 m=6 mquer6", "en": "Auxiliary value ECCS Eq. 17.18 m=6 mquer6" }, { "id": "143", "de": "Hilfswert ECCS Eq. 17.18 m\u003e6 mqueri", "en": "Auxiliary value ECCS Eq. 17.18 m\u003e6 mqueri" }, { "id": "144", "de": "Kritische Beulwellenzahl ECCS Eq. 17.15 m=2 mcr2", "en": "Critical number of circumferential buckling waves ECCS Eq. 17.15 m=2 mcr2" }, { "id": "145", "de": "Kritische Beulwellenzahl ECCS Eq. 17.15 m=3 mcr3", "en": "Critical number of circumferential buckling waves ECCS Eq. 17.15 m=3 mcr3" }, { "id": "146", "de": "Kritische Beulwellenzahl ECCS Eq. 17.15 m=4 mcr4", "en": "Critical number of circumferential buckling waves ECCS Eq. 17.15 m=4 mcr4" }, { "id": "147", "de": "Kritische Beulwellenzahl ECCS Eq. 17.15 m=5 mcr5", "en": "Critical number of circumferential buckling waves ECCS Eq. 17.15 m=5 mcr5" }, { "id": "148", "de": "Kritische Beulwellenzahl ECCS Eq. 17.15 m=6 mcr6", "en": "Critical number of circumferential buckling waves ECCS Eq. 17.15 m=6 mcr6" }, { "id": "149", "de": "Delta m2 mcr_2 dm2", "en": "Delta m2 mcr_2 dm2" }, { "id": "150", "de": "Delta m2 mcr_3 dm3", "en": "Delta m2 mcr_3 dm3" }, { "id": "151", "de": "Delta m2 mcr_4 dm4", "en": "Delta m2 mcr_4 dm4" }, { "id": "152", "de": "Delta m2 mcr_5 dm5", "en": "Delta m2 mcr_5 dm5" }, { "id": "153", "de": "Delta m2 mcr_6 dm6", "en": "Delta m2 mcr_6 dm6" }, { "id": "154", "de": "Delta m2 m6 min dmmin", "en": "Delta m2 m6 min dmmin" }, { "id": "155", "de": "Bedingung: Kritische Beulwellenzahl ECCS Eq. 17.15/16", "en": "Condition: Critical number of circumferential buckling waves ECCS Eq. 17.15/16" }, { "id": "156", "de": "Bedingung: Kritische Beulwellenzahl ECCS Eq. 17.15/16", "en": "Condition: Critical number of circumferential buckling waves ECCS Eq. 17.15/16" }, { "id": "157", "de": "Bedingung: Kritische Beulwellenzahl ECCS Eq. 17.15/16", "en": "Condition: Critical number of circumferential buckling waves ECCS Eq. 17.15/16" }, { "id": "158", "de": "Bedingung: Kritische Beulwellenzahl ECCS Eq. 17.15/16", "en": "Condition: Critical number of circumferential buckling waves ECCS Eq. 17.15/16" }, { "id": "159", "de": "Bedingung: Kritische Beulwellenzahl ECCS Eq. 17.15/16", "en": "Condition: Critical number of circumferential buckling waves ECCS Eq. 17.15/16" }, { "id": "160", "de": "Bedingung: Kritische Beulwellenzahl ECCS Eq. 17.15/16", "en": "Condition: Critical number of circumferential buckling waves ECCS Eq. 17.15/16" }, { "id": "161", "de": "Kritische Beulwellenzahl ECCS Eq. 17.15/16 mcr", "en": "Critical number of circumferential buckling waves ECCS Eq. 17.15/16 mcr" }, { "id": "162", "de": "", "en": "" }, { "id": "163", "de": "", "en": "" }, { "id": "164", "de": "", "en": "" }, { "id": "165", "de": "", "en": "" }, { "id": "166", "de": "", "en": "" }, { "id": "167", "de": "Metalltemperatur Schale 1993-1-6 1.1 MtempC", "en": "Metal ltemperature shell 1993-1-6 1.1 MtempC" }, { "id": "168", "de": "Äußere Axiallast inklusive Sicherheitsbeiwert px", "en": "External axial load including safety factor px" }, { "id": "169", "de": "Konstanter Außendruck inklusive Sicherheitsbeiwert qEd", "en": "Constant external pressure including safety factor qEd" }, { "id": "170", "de": "Zusatzmoment Wind MRW", "en": "Additional wind moment MRW" }, { "id": "171", "de": "Metalltemperatur Ringsteife 1993-1-6 1.1 MtempR", "en": "Metal temperature ring stiffener 1993-1-6 1.1 MtempR" }, { "id": "172", "de": "Bemessungs- Membrannormalkraft nx(p)", "en": "Reference membrane normal force nx(p)" }, { "id": "173", "de": "Bedingung ECCS Eq. 17.1", "en": "Condition ECCS Eq. 17.1" }, { "id": "174", "de": "_Bedingung Metalltemperatur 1993-4-1 3.1", "en": "" }, { "id": "175", "de": "_Bedingung Metalltemperatur 1993-1-6 1.1", "en": "" }, { "id": "176", "de": "", "en": "" }, { "id": "177", "de": "", "en": "" }, { "id": "178", "de": "Werkstoff Zylinderschale WkNrC", "en": "Material of cylindrical shell WkNrC" }, { "id": "179", "de": "Werkstoff Ringsteife WkNrR", "en": "Material of ring stiffener WkNrR" }, { "id": "180", "de": "Teilsicherheitsbeiwert gegen Biegeknicken Ringsteife \\u03b3M1", "en": "Partial safety factor against torsional buckling of ring stiffener \\u03b3M1" }, { "id": "181", "de": "Querkontraktionszahl Ringsteife \\u03bdR", "en": "Poisson\u0027s ratio ring stiffener \\u03bdR" }, { "id": "182", "de": "Elastizitätsmodul Schale EC", "en": "Young\u0027s modulus of shell EC" }, { "id": "183", "de": "Elastizitätsmodul Ringsteife ERi", "en": "Young\u0027s modulus of ring stiffener ERi" }, { "id": "184", "de": "Schubmodul Ringsteife GR", "en": "Shear modulus of ring stiffener GR" }, { "id": "185", "de": "Werkstoffkennwert Zylinder (Streckgrenze) 1993-1-6 3.1 fykC", "en": "Material characteristics of cylinder (yield strength) 1993-1-6 3.1 fykC" }, { "id": "186", "de": "Werkstoffkennwert Ringsteife (Streckgrenze) 1993-1-6 3.1 fykR", "en": "Material characteristics of ring stiffener (yield strength) 1993-1-6 3.1 fykR" }, { "id": "187", "de": "Vergleichsspannung fydR", "en": "von Mises stress fydR" }, { "id": "188", "de": "", "en": "" }, { "id": "189", "de": "", "en": "" }, { "id": "190", "de": "˜ gleiche Streckgrenze Zylinder - Ringsteife ECCS 17.4.1 (2) fytest", "en": "˜˜ same yield strength of cylinder - ring stiffener ECCS 17.4.1 (2) fytest" }, { "id": "191", "de": "Mindeststeifigkeit ECCS Eq. 17.4.1 Bild 17.5 \\u03b3r*", "en": "Minimum stiffness ECCS Eq. 17.4.1 Fig 17.5 \\u03b3r*" }, { "id": "192", "de": "Hilfswert ECCS Eq. 17.4.1 Bild 17.5 l/(r*t)1/2", "en": "Auxiliary value ECCS Eq. 17.4.1 Fig. 17.5 l/(r*t)1/2" }, { "id": "193", "de": "Steifigkeitsbeiwert ECCS Eq. 17.8 \\u03b3r", "en": "Rigidity factor ECCS Eq. 17.8 \\u03b3r" }, { "id": "194", "de": "Vergleichswert effektives Flächenträgheitsmoment Haupt- oder Endringsteife ECCS Eq. 17.43 Jhev", "en": "Equivalent value effective moment of inertia of main stiffener or end closure ECCS Eq. 17.43 Jhev" }, { "id": "195", "de": "Nachweis Steifigkeit der Ringsteifen ECCS Eq 17.12", "en": "Proof of bending stiffness of rig stiffeners ECCS Eq 17.12" }, { "id": "196", "de": "Nachweis Steifigkeit der Ringsteifen ECCS Eq 17.43", "en": "Proof of bending stiffness of rig stiffeners ECCS Eq 17.43" }, { "id": "197", "de": "", "en": "" }, { "id": "198", "de": "", "en": "" }, { "id": "199", "de": "Prameter ECCS 17.4.2 Eq.17.14 \\u03b6r", "en": "Parameter ECCS 17.4.2 Eq.17.14 \\u03b6r" }, { "id": "200", "de": "Hilfswert ECCS 17.4.2 Eq.17.14 m2 qquer2", "en": "Auxiliary value ECCS 17.4.2 Eq.17.14 m2 qquer2" }, { "id": "201", "de": "Hilfswert ECCS 17.4.2 Eq.17.14 m3 qquer3", "en": "Auxiliary value ECCS 17.4.2 Eq.17.14 m3 qquer3" }, { "id": "202", "de": "Hilfswert ECCS 17.4.2 Eq.17.14 m4 qquer4", "en": "Auxiliary value ECCS 17.4.2 Eq.17.14 m4 qquer4" }, { "id": "203", "de": "Hilfswert ECCS 17.4.2 Eq.17.14 m5 qquer5", "en": "Auxiliary value ECCS 17.4.2 Eq.17.14 m5 qquer5" }, { "id": "204", "de": "Hilfswert ECCS 17.4.2 Eq.17.14 m6 qquer6", "en": "Auxiliary value ECCS 17.4.2 Eq.17.14 m6 qquer6" }, { "id": "205", "de": "Hilfswert ECCS 17.4.2 Eq.17.14 m\u003e6 qqueri", "en": "Auxiliary value ECCS 17.4.2 Eq.17.14 m\u003e6 qqueri" }, { "id": "206", "de": "Verzweigungsbeuldruck ECCS 17.4.2/17.5 Eq.17.13/17.47 m2 q*Rcr2", "en": "Buckling pressure ECCS 17.4.2/17.5 Eq.17.13/17.47 m2 q*Rcr2" }, { "id": "207", "de": "Verzweigungsbeuldruck ECCS 17.4.2 Eq.17.13 m3 q*Rcr3", "en": "Buckling pressure ECCS 17.4.2 Eq.17.13 m3 q*Rcr3" }, { "id": "208", "de": "Verzweigungsbeuldruck ECCS 17.4.2 Eq.17.13 m4 q*Rcr4", "en": "Buckling pressure ECCS 17.4.2 Eq.17.13 m4 q*Rcr4" }, { "id": "209", "de": "Verzweigungsbeuldruck ECCS 17.4.2 Eq.17.13 m5 q*Rcr5", "en": "Buckling pressure ECCS 17.4.2 Eq.17.13 m5 q*Rcr5" }, { "id": "210", "de": "Verzweigungsbeuldruck ECCS 17.4.2 Eq.17.13 m6 q*Rcr6", "en": "Buckling pressure ECCS 17.4.2 Eq.17.13 m6 q*Rcr6" }, { "id": "211", "de": "Verzweigungsbeuldruck ECCS 17.4.2 Eq.17.13 m\u003e6 q*Rcri", "en": "Buckling pressure ECCS 17.4.2 Eq.17.13 m\u003e6 q*Rcri" }, { "id": "212", "de": "", "en": "" }, { "id": "213", "de": "Herstellungsbeiwert \\u03b72", "en": "Fabrication factor \\u03b72" }, { "id": "214", "de": "Amplitudenwert ECCS 17.4.2 Eq.17.28 m kleiner gleich 6 aeqs6", "en": "Amplitude value ECCS 17.4.2 Eq.17.28 m less or equal than 6 aeqs6" }, { "id": "215", "de": "Amplitudenwert ECCS 17.4.2 Eq.17.28 m größer 6 aeqb6", "en": "Amplitude value ECCS 17.4.2 Eq.17.28 m gretaer than 6 aeqb6" }, { "id": "216", "de": "Normalkraft mit Vorverformungen ECCS 17.4.2 Eq.17.24 Nr/h", "en": "Normal force including pre-deformation ECCS 17.4.2 Eq.17.24 Nr/h" }, { "id": "217", "de": "Biegemoment mit Vorverformungen ECCS 17.4.2/17.5 Eq.17.24/17.46 m2 Mr", "en": "Bending moment including pre-deformation ECCS 17.4.2/17.5 Eq.17.24/17.46 m2 Mr" }, { "id": "218", "de": "Biegemoment mit Vorverformungen ECCS 17.4.2 Eq.17.24 m3 Mr3", "en": "Bending moment including pre-deformation ECCS 17.4.2 Eq.17.24 m3 Mr3" }, { "id": "219", "de": "Biegemoment mit Vorverformungen ECCS 17.4.2 Eq.17.24 m4 Mr4", "en": "Bending moment including pre-deformation ECCS 17.4.2 Eq.17.24 m4 Mr4" }, { "id": "220", "de": "Biegemoment mit Vorverformungen ECCS 17.4.2 Eq.17.24 m5 Mr5", "en": "Bending moment including pre-deformation ECCS 17.4.2 Eq.17.24 m5 Mr5" }, { "id": "221", "de": "Biegemoment mit Vorverformungen ECCS 17.4.2 Eq.17.24 m6 Mr6", "en": "Bending moment including pre-deformation ECCS 17.4.2 Eq.17.24 m6 Mr6" }, { "id": "222", "de": "Biegemoment mit Vorverformungen ECCS 17.4.2 Eq.17.24 m\u003e6 Mri", "en": "Bending moment including pre-deformation ECCS 17.4.2 Eq.17.24 m\u003e6 Mri" }, { "id": "223", "de": "", "en": "" }, { "id": "224", "de": "Umfangsspannung der Ringsteife ECCS 17.4.2 Eq.17.23 m=2 \\u03c3\\u03a6r2", "en": "Circumferential stress of ring stiffener ECCS 17.4.2 Eq.17.23 m=2 \\u03c3\\u03a6r2" }, { "id": "225", "de": "Umfangsspannung der Ringsteife ECCS 17.4.2 Eq.17.23 m=3 \\u03c3\\u03a6r3", "en": "Circumferential stress of ring stiffener ECCS 17.4.2 Eq.17.23 m=3 \\u03c3\\u03a6r3" }, { "id": "226", "de": "Umfangsspannung der Ringsteife ECCS 17.4.2 Eq.17.23 m=4 \\u03c3\\u03a6r4", "en": "Circumferential stress of ring stiffener ECCS 17.4.2 Eq.17.23 m=4 \\u03c3\\u03a6r4" }, { "id": "227", "de": "Umfangsspannung der Ringsteife ECCS 17.4.2 Eq.17.23 m=5 \\u03c3\\u03a6r5", "en": "Circumferential stress of ring stiffener ECCS 17.4.2 Eq.17.23 m=5 \\u03c3\\u03a6r5" }, { "id": "228", "de": "Umfangsspannung der Ringsteife ECCS 17.4.2 Eq.17.23 m=6 \\u03c3\\u03a6r6", "en": "Circumferential stress of ring stiffener ECCS 17.4.2 Eq.17.23 m=6 \\u03c3\\u03a6r6" }, { "id": "229", "de": "Umfangsspannung der Ringsteife ECCS 17.4.2 Eq.17.23 m\u003e6 \\u03c3\\u03a6ri", "en": "Circumferential stress of ring stiffener ECCS 17.4.2 Eq.17.23 m\u003e6 \\u03c3\\u03a6ri" }, { "id": "230", "de": "Maximale Umfangsspannung DASt017 (317) \\u03c3\\u03a6rmax", "en": "Maximum circumferential stress DASt017 (317) \\u03c3\\u03a6rmax" }, { "id": "231", "de": "Bedingung Maßgebend ECCS 17.4.2 (6) m=2", "en": "Governing condition ECCS 17.4.2 (6) m=2" }, { "id": "232", "de": "Bedingung Maßgebend ECCS 17.4.2 (6) m=3", "en": "Governing condition ECCS 17.4.2 (6) m=3" }, { "id": "233", "de": "Bedingung Maßgebend ECCS 17.4.2 (6) m=4", "en": "Governing condition ECCS 17.4.2 (6) m=4" }, { "id": "234", "de": "Bedingung Maßgebend ECCS 17.4.2 (6) m=5", "en": "Governing condition ECCS 17.4.2 (6) m=5" }, { "id": "235", "de": "Bedingung Maßgebend ECCS 17.4.2 (6) m=6", "en": "Governing condition ECCS 17.4.2 (6) m=6" }, { "id": "236", "de": "Maßgebende Beulwellenzahl m", "en": "Governing number of circumferential buckling waves m" }, { "id": "237", "de": "Bedingung m gewählt Tabelle 17.1 (Neueingabe)", "en": "Condition m selected Table 17.1 (new input)" }, { "id": "238", "de": "Bedingung m \u003c=6", "en": "Condition m \u003c=6" }, { "id": "239", "de": "Nachweis Biegeknicksicherheit ECCS 17.4.2 Eq.17.23 m2", "en": "Proof of flexural buckling ECCS 17.4.2 Eq.17.23 m2" }, { "id": "240", "de": "Nachweis Biegeknicksicherheit ECCS 17.4.2 Eq.17.23 m3", "en": "Proof of flexural buckling ECCS 17.4.2 Eq.17.23 m3" }, { "id": "241", "de": "Nachweis Biegeknicksicherheit ECCS 17.4.2 Eq.17.23 m4", "en": "Proof of flexural buckling ECCS 17.4.2 Eq.17.23 m4" }, { "id": "242", "de": "Nachweis Biegeknicksicherheit ECCS 17.4.2 Eq.17.23 m5", "en": "Proof of flexural buckling ECCS 17.4.2 Eq.17.23 m5" }, { "id": "243", "de": "Nachweis Biegeknicksicherheit ECCS 17.4.2 Eq.17.23 m6", "en": "Proof of flexural buckling ECCS 17.4.2 Eq.17.23 m6" }, { "id": "244", "de": "Nachweis Biegeknicksicherheit ECCS 17.4.2 Eq.17.23 m\u003e6", "en": "Proof of flexural buckling ECCS 17.4.2 Eq.17.23 m\u003e6" }, { "id": "245", "de": "Bedingung: Geometrie ECCS Eq.17.4.2 Eq.17.26 aeq/l", "en": "Condition: Geometry ECCS Eq.17.4.2 Eq.17.26 aeq/l" }, { "id": "246", "de": "Bedingung: Geometrie ECCS Eq.17.4.2 Eq.17.26 aeq/l", "en": "Condition: Geometry ECCS Eq.17.4.2 Eq.17.26 aeq/l" }, { "id": "247", "de": "Nachweis Biegeknicksicherheit nicht erfüllt. Spannungs- oder Stabilitätskriterium nicht erfüllt.", "en": "Proof of flexural buckling not satisfied. Stress or stability criterion not satisfied." }, { "id": "248", "de": "", "en": "" }, { "id": "249", "de": "", "en": "" }, { "id": "250", "de": "", "en": "" }, { "id": "251", "de": "Herstellungsmehthode H-Profil EN 1993-1-1 Tabelle 6.4 HrstH", "en": "Fabrication method H profile EN 1993-1-1 Table 6.4 HrstH" }, { "id": "252", "de": "Normalkraft der Ringsteife vollplastisch Nrpl", "en": "Normal force of ring stiffener fully plastic Nrpl" }, { "id": "253", "de": "Ideale Biegedrillknicknormalkraft Nr,cr", "en": "Ideal torsional buckling normal force Nr,cr" }, { "id": "254", "de": "Hilfswert \\u03b73", "en": "Auxiliary value \\u03b73" }, { "id": "255", "de": "Hilfswert m^2 m2", "en": "Auxiliary value m^2 m2" }, { "id": "256", "de": "Stabschlankheitsgrad \\u03bbtor", "en": "Slenderness ratio \\u03bbtor" }, { "id": "257", "de": "Bedingung EN 1993-1-1 Tabelle 6.4", "en": "Condition EN 1993-1-1 Table 6.4" }, { "id": "258", "de": "Imperfektionsbeiwert EN 1993-1-1 Tabelle 6.3 \\u03b1LT", "en": "Imperfection factor EN 1993-1-1 Table 6.3 \\u03b1LT" }, { "id": "259", "de": "", "en": "" }, { "id": "260", "de": "Hilfsgröße EN 1993-1-1 Eq. 6.56 \\u03c6LT", "en": "Auxiliary value EN 1993-1-1 Eq. 6.56 \\u03c6LT" }, { "id": "261", "de": "Abminderungsfaktor Biegedrillknicken EN 1993-1-1 \\u03a7tor", "en": "Torsional buckling reduction factor EN 1993-1-1 \\u03a7tor" }, { "id": "262", "de": "", "en": "" }, { "id": "263", "de": "Nachweis Biegedrillknicksicherheit ECCS Eq. 17.29", "en": "Proof of torsional buckling ECCS Eq. 17.29" }, { "id": "264", "de": "", "en": "" }, { "id": "265", "de": "", "en": "" }, { "id": "266", "de": "Hilfswert EN 1993-1-1 Tabelle 5.2 \\u03b5Druck", "en": "2 EN 1993-1-1 Table 5.2 \\u03b5Druck" }, { "id": "267", "de": "", "en": "" }, { "id": "268", "de": "Höhe Steg EN 1993-1-1 Tabelle 5.2 Cwe", "en": "Web height EN 1993-1-1 Table 5.2 Cwe" }, { "id": "269", "de": "Verhältnis Breite Dicke Profilsteg EN 1993-1-1 Tabelle 5.2 c/tPw", "en": "Width-to-thickness ratio of web EN 1993-1-1 Tabelle 5.2 c/tPw" }, { "id": "270", "de": "Nachweis: Lokale Beulsicherheit Profilsteg EN 1993-1-1 Tabelle 5.2", "en": "Proof: Local buckling safety web EN 1993-1-1 Table 5.2" }, { "id": "271", "de": "Breite Flansch EN 1993-1-1 Tabelle 5.2 Cfl", "en": "Flange width EN 1993-1-1 Table 5.2 Cfl" }, { "id": "272", "de": "Verhältnis Breite Dicke Profilflansch EN 1993-1-1 Tabelle 5.2 c/tPf", "en": "Width-to-thickness ratio of stiffener flange EN 1993-1-1 Table 5.2 c/tPf" }, { "id": "273", "de": "Nachweis: Lokale Beulsicherheit Profilflansch EN 1993-1-1 Tabelle 5.2", "en": "Proof: Local buckling safety siffener flange EN 1993-1-1 Table 5.2" }, { "id": "274", "de": "", "en": "" }, { "id": "275", "de": "", "en": "" }, { "id": "276", "de": "", "en": "" }, { "id": "277", "de": "Verhältnis Breite Dicke Flachsteife EN 1993-1-1 Tabelle 5.2 c/tPp", "en": "Width-to-thickness ratio of flat stiffener EN 1993-1-1 Tabelle 5.2 c/tPp" }, { "id": "278", "de": "Bedingung Nachweis Beulsicherheit Flachsteife EN 1993-1-1 Tabelle 5.2", "en": "Condition proof of buckling safety of flat stiffener EN 1993-1-1 Table 5.2" }, { "id": "279", "de": "", "en": "" }, { "id": "280", "de": "", "en": "" }, { "id": "281", "de": "Parameter ECCS Eq. 17.42 \\u03b2plate", "en": "Parameter ECCS Eq. 17.42 \\u03b2plate" }, { "id": "282", "de": "Parameter ECCS Eq. 17.42 \\u03b74", "en": "Parameter ECCS Eq. 17.42 \\u03b74" }, { "id": "283", "de": "Parameter ECCS Eq. 17.42 \\u03b41", "en": "Parameter ECCS Eq. 17.42 \\u03b41" }, { "id": "284", "de": "Parameter ECCS Eq. 17.42 \\u03b42", "en": "Parameter ECCS Eq. 17.42 \\u03b42" }, { "id": "285", "de": "Parameter ECCS Eq. 17.41 \\u03b4", "en": "Parameter ECCS Eq. 17.41 \\u03b4" }, { "id": "286", "de": "", "en": "" }, { "id": "287", "de": "Kritische Plattenbeulspannung ECCS Eq. 17.42 \\u03c3r,Rcr", "en": "Critical plate buckling stress ECCS Eq. 17.42 \\u03c3r,Rcr" }, { "id": "288", "de": "Plattenschlankheitsgrad \\u03bbPlate", "en": "Slenderness ratio of plate \\u03bbPlate" }, { "id": "289", "de": "Bedingung lamdaPquer (Chi) EN 1993-1-5 4.4 (4.3)", "en": "Condition lamdaacross (Chi) EN 1993-1-5 4.4 (4.3)" }, { "id": "290", "de": "", "en": "" }, { "id": "291", "de": "Abminderungsfaktor Plattenbeulen EN 1993-1-5 4.4 (4.3) \\u03a7plate", "en": "Plate buckling reduction factor EN 1993-1-5 4.4 (4.3) \\u03a7plate" }, { "id": "292", "de": "", "en": "" }, { "id": "293", "de": "Nachweis Plattenbeulsicherheit ECCS Eq. 17.37", "en": "Plate buckling proof ECCS Eq. 17.37" }, { "id": "294", "de": "", "en": "" }, { "id": "295", "de": "", "en": "" }, { "id": "296", "de": "", "en": "" }, { "id": "297", "de": "", "en": "" }, { "id": "298", "de": "", "en": "" }, { "id": "299", "de": "", "en": "" }, { "id": "300", "de": "", "en": "" }, { "id": "301", "de": "", "en": "" }, { "id": "302", "de": "", "en": "" }, { "id": "303", "de": "", "en": "" }, { "id": "304", "de": "", "en": "" }, { "id": "305", "de": "_Bedingung Metalltemperatur 1993-4-1 3.1", "en": "" }, { "id": "306", "de": "_Bedingung Metalltemperatur 1993-1-6 1.1", "en": "" }, { "id": "307", "de": "", "en": "" }, { "id": "308", "de": "Teilsicherheitsbeiwert Einwirkungen 1991-4 A.2.1 B.3 \\u03b3F", "en": "Partial safety factor effects 1991-4 A.2.1 B.3 \\u03b3F" }, { "id": "309", "de": "", "en": "" }, { "id": "310", "de": "", "en": "" }, { "id": "311", "de": "", "en": "" }, { "id": "312", "de": "", "en": "" }, { "id": "313", "de": "", "en": "" }, { "id": "314", "de": "", "en": "" }, { "id": "315", "de": "", "en": "" }, { "id": "316", "de": "", "en": "" }, { "id": "317", "de": "", "en": "" }, { "id": "318", "de": "Lastkombinationsbeiwert 1991-4 A.2 \\u03c80,1", "en": "Load combination factor 1991-4 A.2 \\u03c80,1" }, { "id": "319", "de": "Lastkombinationsbeiwert 1991-4 A.3 \\u03c80,2", "en": "Load combination factor 1991-4 A.3 \\u03c80,2" }, { "id": "320", "de": "Lastkombinationsbeiwert 1991-4 A.4 \\u03c80,3", "en": "Load combination factor 1991-4 A.4 \\u03c80,3" }, { "id": "321", "de": "Lastkombinationsbeiwert 1991-4 A.4 \\u03c81,x", "en": "Load combination factor 1991-4 A.4 \\u03c81,x" }, { "id": "322", "de": "Lastkombinationsbeiwert 1991-4 A.4 \\u03c82,x", "en": "Load combination factor 1991-4 A.4 \\u03c82,x" } ], "constantFields": [ ], "sourceFolder": "LvDataFolder/DotNet_Module/EC3S_.Net/LvEC3S.NET", "masks": [ "src/modules/masks/EC3S.json" ] }, { "id": "EC3T", "labels": [ { "id": "1", "de": "", "en": "" }, { "id": "2", "de": "", "en": "" }, { "id": "3", "de": "", "en": "" }, { "id": "4", "de": "Prüfung Kegelöffnungswinkel Cond Winkel", "en": "" }, { "id": "5", "de": "Erhöhter Teilsicherheitsbeiwert für den Widerstand 0 \\u03b3Mg0", "en": "Increased partial factor for resistance 0 \\u03b3Mg0" }, { "id": "6", "de": "", "en": "" }, { "id": "7", "de": "Bemessungswert der örtlichen Meridiankraft je Längeneinheit n\\u03d5h,Ed", "en": "Design value of the local meridional force per unit circumference n\\u03d5h,Ed" }, { "id": "8", "de": "Faktor für die Zunahme der Meridiankraft infolge Unsymmetrie gasym", "en": "Unsymmetrical stress augmentation factor gasym" }, { "id": "9", "de": "Bemessungswert der lokalen Meridiankraft je Umfangslängeneinheit am oberen Trichterrand n\\u03d5h,Ed,s", "en": "Design value of the meridional membrane force per unit circumference at the top of the hopper n\\u03d5h,Ed,s" }, { "id": "10", "de": "Faktor des Meridianmembrankraftwiderstands kr", "en": "Factor for design resistance of the hopper at the transition joint kr" }, { "id": "11", "de": "Örtliche Wanddicke t", "en": "Local wall thickness t" }, { "id": "12", "de": "Werkstoff Wknr", "en": "Material Wknr" }, { "id": "13", "de": "Zugfestigkeit des Stahls fu", "en": "Tensil strenght fu" }, { "id": "14", "de": "Teilsicherheitsbeiwert 2 für den Widerstand \\u03b3M2", "en": "Partial factor 2 for resistance \\u03b3M2" }, { "id": "15", "de": "Bemessungswert des Meridianmembrankraftwiderstandes n\\u03d5h,Rd", "en": "Design resistance of the hopper at the transition joint n\\u03d5h,Rd" }, { "id": "16", "de": "", "en": "" }, { "id": "17", "de": "Halber Kegelöffnungswinkel des Trichters \\u03b2", "en": "Hopper half angle \\u03b2" }, { "id": "18", "de": "Radius am plastischen Mechanismus (oberer Trichterrand oder Dickensprung) r", "en": "Radius at the top of the plastic mechanism (hopper top or change of plate thickness) r" }, { "id": "19", "de": "Wandreibungskoeffizient für die Trichterwand \\u03bc", "en": "Wall friction coefficient for the hopper \\u03bc" }, { "id": "20", "de": "Streckgrenze des Stahls fy", "en": "Yield strength steel fy" }, { "id": "21", "de": "Meridianmembrankraftwiderstand n\\u03d5,Rd", "en": "Design resistance n\\u03d5,Rd" }, { "id": "22", "de": "Bemessungs-Meridianmembrankraft am oberen Trichterrand n\\u03d5,Ed", "en": "Design value of the meridional membrane stress resultant at the top of the hopper n\\u03d5,Ed" }, { "id": "23", "de": "6.3.2.4 - (3) - Bedingung Bemessungsmembrankräfte Cond 6.3.2.4 (3)", "en": "" }, { "id": "24", "de": "", "en": "" }, { "id": "25", "de": "Effektive Radialkraft an der Knotenlinie der Abzweigung Fe,Ed", "en": "Effective radial force acting on the transition ring Fe,Ed" }, { "id": "26", "de": "Effektiver Moment an der Knotenlinie der Abzweigung Me,Ed", "en": "Effective radial moment acting on the transition ring Me,Ed" }, { "id": "27", "de": "Kraft Trichter Fh", "en": "Force hopper Fh" }, { "id": "28", "de": "Kraft Zylinder Fc", "en": "Force cylinder Fc" }, { "id": "29", "de": "Örtliche Meridiankoordinate Zylinder xc", "en": "Local meridian coordinate cylinder xc" }, { "id": "30", "de": "Örtliche Meridiankoordinate Trichters xh", "en": "Local meridian coordinate hopper xh" }, { "id": "31", "de": "Örtlicher Wert des Zylinderwanddruckes unmittelbar oberhalb der Abzweigung pnc", "en": "Local value of normal pressure on the cylinder just above the transition pnc" }, { "id": "32", "de": "Örtliche Wanddicke des Trichters th", "en": "Hopper local wall thickness th" }, { "id": "33", "de": "Örtliche Wanddicke des Zylinders an der Abzweigung tc", "en": "Local wall thickness of the cylinder at the transition junction tc" }, { "id": "34", "de": "Radius an der Abzweigung (oberer Trichterrand) r", "en": "Radius of the transition junction (top of the hopper) r" }, { "id": "35", "de": "Örtlicher Wert des Trichterwanddruckes unmittelbar unterhalb der Abzweigung pnh", "en": "Local value of normal pressure on the hopper just below the transition pnh" }, { "id": "36", "de": "Örtliche Biegespannung am oberen Trichterrand \\u03c3b\\u03d5h,Ed", "en": "Local bending stress at the top of the hopper \\u03c3b\\u03d5h,Ed" }, { "id": "37", "de": "Inkrement \\u2206", "en": "Increment \\u2206" }, { "id": "38", "de": "Koeffizient 1 a1", "en": "Coefficient 1 a1" }, { "id": "39", "de": "Koeffizient 2 a2", "en": "Coefficient 2 a2" }, { "id": "40", "de": "Koeffizient 3 a3", "en": "Coefficient 3 a3" }, { "id": "41", "de": "Beiwert rho \\u03c1", "en": "Factor rho \\u03c1" }, { "id": "42", "de": "Beiwert eta \\u03b7", "en": "Factor eta \\u03b7" }, { "id": "43", "de": "Örtliche Wanddicke der Standzarge unterhalb der Abzweigung ts", "en": "Local wall thickness of the skirt below the transition junction ts" }, { "id": "44", "de": "Querschnittsfläche der Ringsteife an der Abzweigung (ohne mittragende Anteile der benachbarten Schalensegmente) Aep", "en": "Cross-sectional area of the ring at the transition junction (without any effective contributions from the adjacent shell segments) Aep" }, { "id": "45", "de": "", "en": "" }, { "id": "46", "de": "Bemessungsbeulwiderstand an jedem Punkt im Trichter n\\u03d5,Rd", "en": "Buckling resistance at every point in the hopper n\\u03d5,Rd" }, { "id": "47", "de": "Teilsicherheitsbeiwert 1 für den Widerstand \\u03b3M1", "en": "Increased partial factor 1 for resistance \\u03b3M1" }, { "id": "48", "de": "Elastischer Imperfektions(-empfindlichkeits)-Abminderungsfaktor für Meridianbeulen \\u03b1xh", "en": "Elastic buckling imperfection sensitivity factor \\u03b1xh" }, { "id": "49", "de": "Einfacher Radius an dem Punkt im Trichter mit dem Spitzenwert der Druckmembranspannung r", "en": "Simple radius at the point in the hopper with the peak value of the compressive membrane stress r" }, { "id": "50", "de": "_Prüfung ob Beulen relevant Cond Beulen", "en": "" }, { "id": "51", "de": "Elastizitätsmodul des Stahls E", "en": "Modulus of elasticity steel E" }, { "id": "52", "de": "Prüfung Obergrenze Bemessungsbeulwiderstand an jedem Punkt im Trichter n\\u03d5,Rd", "en": "Check upper limit buckling resistance at every point in the hopper n\\u03d5,Rd" }, { "id": "53", "de": "Teilsicherheitsbeiwert 0 für den Widerstand \\u03b3M0", "en": "Increased partial factor 0 for resistance \\u03b3M0" }, { "id": "54", "de": "6.3.2.7 - (5) - Bedingung Meridianmembrankräfte am kritischen Punkt Cond 6.3.2.7 (5)", "en": "" }, { "id": "55", "de": "Wert Obergrenze Bemessungsbeulwiderstand an jedem Punkt im Trichter Wert n\\u03d5,Rd", "en": "" }, { "id": "56", "de": "Betrag Bemessungs-Meridianmembrankraft am oberen Trichterrand n\\u03d5,Ed", "en": "Absolute value design value of the meridional membrane stress resultant at the top of the hopper n\\u03d5,Ed" } ], "constantFields": [ ], "sourceFolder": "LvDataFolder/DotNet_Module/EC3T_.Net/LvEC3T.NET", "masks": [ "src/modules/masks/EC3T.json" ] }, { "id": "EC3D", "labels": [ { "id": "1", "de": "", "en": "" }, { "id": "2", "de": "", "en": "" }, { "id": "3", "de": "", "en": "" }, { "id": "4", "de": "Bedingung 7.3.1 (2) Vergleichsspannungswiderstand Cond 7.3.1 (2)", "en": "" }, { "id": "5", "de": "Berechnete Oberflächenvergleichsspannungen fe,Rd", "en": "Calculated surface equivalent stresses fe,Rd" }, { "id": "6", "de": "Streckgrenze des Stahls fy", "en": "Yield strength steel fy" }, { "id": "7", "de": "Teilsicherheitsbeiwert für den Widerstand 0 \\u03b3M0", "en": "Partial safety factor 0 for resistance \\u03b3M0" }, { "id": "8", "de": "Idealer Beulaußendruck pn,Rcr", "en": "Ideal external buckling pressure pn,Rcr" }, { "id": "9", "de": "Werkstoff Wknr", "en": "Material Wknr" }, { "id": "10", "de": "Elastizitätsmodul des Stahls E", "en": "Modulus of elasticity steel E" }, { "id": "11", "de": "Außenradius des Daches r", "en": "Outside radius of the roof r" }, { "id": "12", "de": "Kleinste Wanddicke t", "en": "Smallest wall thickness t" }, { "id": "13", "de": "Neigungswinkel des Kegels gegenüber der Horizontalen \\u03a6", "en": "Inclination angle of cone referred to horizontal line \\u03a6" }, { "id": "14", "de": "Bemessungswert des Beulwiderstandes pn,Rd", "en": "Reference value of buckling resistance pn,Rd" }, { "id": "15", "de": "Teilsicherheitsbeiwert für den Widerstand ! \\u03b3M1", "en": "Partial safety factor for resistance ! \\u03b3M1" }, { "id": "16", "de": "Beiwert für Bemessungswert des Beulwiderstandes alphap \\u03b1p", "en": "Factor for reference value of buckling resistance alphap \\u03b1p" }, { "id": "17", "de": "Bemessungswert des größten lokalen Außendruckes pn,Ed", "en": "Reference value of greatest local external pressure pn,Ed" }, { "id": "18", "de": "Bedingung 7.3.1 (5) Cond 7.3.1 (5)", "en": "" }, { "id": "19", "de": "Bedingung 7.3.1 (1) 1 Cond 7.3.1 (1) 1", "en": "" }, { "id": "20", "de": "Bedingung 7.3.1 (1) 2 Cond 7.3.1 (1) 2", "en": "" }, { "id": "21", "de": "Außendurchmesser Dach da", "en": "Outside diameter roof da" }, { "id": "22", "de": "Wert Bedingung 7.3.1 (2) Vergleichsspannungswiderstand Wert Cond 7.3.1 (2)", "en": "" } ], "constantFields": [ ], "sourceFolder": "LvDataFolder/DotNet_Module/EC3D_.Net/LvEC3D.NET", "masks": [ "src/modules/masks/EC3D.json" ] }, { "id": "EC3A", "labels": [ ], "constantFields": [ { "id": "4", "symbol": "TypA_", "de": "Typ der Auflagerung 8.1.4", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "5", "symbol": "Rform_", "de": "Ringform Bild 8.1", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "6", "symbol": "dac_", 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"109", "symbol": "MrsEd_", "de": "Ringträger-Biegemoment über Auflager", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "110", "symbol": "MrmEd_", "de": "Ringträger-Biegemoment Mitte zwischen Auflager", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "112", "symbol": "MfsEd_", "de": "Flanschbiegemoment über Auflager", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "113", "symbol": "MfmEd_", "de": "Flanschbiegemoment Mitte zwischen Auflager", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "114", "symbol": "H_", "de": "Vertikaler Abstand Ringträgerflansche", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "116", "symbol": "sigmaThetacEd_", "de": "Umfangsmembranspannung Zylinder", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "117", "symbol": "sigmaThetahEd_", "de": "Umfangsmembranspannung Trichter", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "118", "symbol": "sigmaThetasEd_", "de": "Umfangsmembranspannung Zarge", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "119", "symbol": "sigmaThetapEd_", "de": "Umfangsmembranspannung Platte", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "120", "symbol": "sigmaThetaEd_", "de": "Absoluter Größtwert Umfangsmembranspannung", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "121", "symbol": "sigmacThetaEd_", "de": "Größter Druckwert Umfangsmembranspannung", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "126", "symbol": "fpRd_", "de": "Bemessungswert Widerstand plastisches Versagen", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "128", "symbol": "psi83_", "de": "Hilfswert", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "129", "symbol": "alpha83_", "de": "Hilfswert", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "130", "symbol": "loc_", "de": "plastische mittragende Länge Zylinder", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "131", "symbol": "l0h_", "de": "plastische mittragende Länge Trichter", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "132", "symbol": "l0s_", "de": "plastische mittragende Länge Zarge", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "134", "symbol": "Ap_", "de": "Querschnittfläche Ring", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "135", "symbol": "nPhihRd_", "de": "Meridianmembrankraftwiderstand", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "138", "symbol": "Cond833_", "de": "Bedingung 8.3.3", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "139", "symbol": "sigmaipRd_", "de": "Bemessungs Knickspannung", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "143", "symbol": "sigmaopcRd_", "de": "Bemessungswert des Beulwiderstandes Zylinder", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "144", "symbol": "sigmaophRd_", "de": "Bemessungswert des Beulwiderstandes Trichter", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "145", "symbol": "sigmaopsRd_", "de": "Bemessungswert des Beulwiderstandes Zarge", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "147", "symbol": "kC_", "de": "Abzweigung mit Plattenring 8.3.4.3", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "148", "symbol": "KS_", "de": "Plattenbeulkoeffizient Ring Innenrand eingespannt", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "149", "symbol": "etac_", "de": "Plattenbeulkoeffizient Ring Innenrand gelenkig gelagert", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "150", "symbol": "etaS_", "de": "Parameter", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "151", "symbol": "k_", "de": "Parameter", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "153", "symbol": "sigmaopRd_", "de": "Bemessungs Knickspannung", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "156", "symbol": "Abzrand_", "de": "Situation Abzweigrand 8.4.1(6) 8.4.2(6)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "157", "symbol": "ltot_", "de": "Höhe des Zylinders über Abzweig", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "158", "symbol": "tcmin_", "de": "Dicke des dünnsten Schusses im Zylinder", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "159", "symbol": "Eiz_", "de": "Biegesteifigkeit Zylinderabschlussring wenn Zylinder kurz", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "160", "symbol": "betalim_", "de": "Mindest Kegelöffnugswinkel", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "161", "symbol": "kL_", "de": "Parameter", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "162", "symbol": "kr_", "de": "Parameter", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "163", "symbol": "Lmin_", "de": "Minimale Zylinderhöhe ohne Versteifungsring", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "164", "symbol": "CondLmin_", "de": "Bedingung Minimale Zylinderhöhe", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "165", "symbol": "Eizmin_", "de": "Mindest Biegesteifigkeit", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "166", "symbol": "CondRing_", "de": "Bedingung Lmin und Ring", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "167", "symbol": "Cond84_6_5_", "de": "Nachweis knicken in der Ringebene nicht erforderlich 8.4.1(6) 8.4.2(5)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "170", "symbol": "Cond845_", "de": "Bedingung plastisches Versagen 8.4.1 (3)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "172", "symbol": "Cond847_", "de": "Bedingung knicken in der Ringebene 8.4.1 (5)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "174", "symbol": "Cond849c_", "de": "Bedingung knicken aus der Ringebene Zylinder 8.4.1 (7)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "175", "symbol": "Cond849h_", "de": "Bedingung knicken aus der Ringebene Trichter 8.4.1 (7)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "176", "symbol": "Cond849s_", "de": "Bedingung knicken aus der Ringebene Zarge 8.4.1 (7)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "178", "symbol": "Cond849p_", "de": "Bedingung knicken aus der Ringebene Platte 8.4.1 (7)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "181", "symbol": "Cond851_", "de": "Bedingung plastisches Versagen 8.4.2 (3)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "182", "symbol": "Big_Cond847_", "de": "Bedingung knicken in der Ringebene 8.4.2 (4)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "183", "symbol": "Cond853_", "de": "Bedingung knicken aus der Ringebene Zylinder 8.4.2 (6)", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "185", "symbol": "gammaM0_", "de": "Widerstand gegen plastisches Versagen 2.9.2.2", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "186", "symbol": "gammaM1_", "de": "Widerstand gegen Beulen 2.9.2.2", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "187", "symbol": "gammaM2_", "de": "Widerstand gegen Zugbruch 2.9.2.2", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "188", "symbol": "gammaM4_", "de": "Widerstand gegen zyklisches Plastizieren 2.9.2.2", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "189", "symbol": "gammaM5_", "de": "Widerstand von Verbindungen 2.9.2.2", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "190", "symbol": "gammaM6_", "de": "Widerstand gegen Ermüdung 2.9.2.2", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "191", "symbol": "gammaG_", "de": "Teilsicherheitsbeiwert ständige Einwirkung", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "192", "symbol": "gammaQ_", "de": "Teilsicherheitsbeiwert veränderliche Einwirkung", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "194", "symbol": "psi01_", "de": "Lastkombinationsbeiwert 1991-4 A.2", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "195", "symbol": "psi02_", "de": "Lastkombinationsbeiwert 1991-4 A.3", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "196", "symbol": "psi03_", "de": "Lastkombinationsbeiwert 1991-4 A.4", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "197", "symbol": "psi1x_", "de": "Lastkombinationsbeiwert 1991-4 A.4", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "198", "symbol": "psi2x_", "de": "Lastkombinationsbeiwert 1991-4 A.4", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "199", "symbol": "gammaF_", "de": "Teilsicherheitsbeiwert Einwirkungen 1991-4 A.2.1 B.3", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "1", "symbol": "Gleichmaessig_", "de": "Parameter \"gleichmäßig\" in Variable \"Typ der Auflagerung 8.1.4\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "2", "symbol": "diskret_", "de": "Parameter \"diskret\" in Variable \"Typ der Auflagerung 8.1.4\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "1", "symbol": "NatuerlicherRing_", "de": "Parameter \"natürlicher Ring\" in Variable \"Ringform Bild 8.1\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "2", "symbol": "Plattenring_", "de": "Parameter \"Plattenring\" in Variable \"Ringform Bild 8.1\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "3", "symbol": "StuetzeInZarge_", "de": "Parameter \"Stütze in Zarge\" in Variable \"Ringform Bild 8.1\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "4", "symbol": "StuetzeInZargeZentrisch_", "de": "Parameter \"Stütze in Zarge zentrisch\" in Variable \"Ringform Bild 8.1\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "1", "symbol": "Gammaf_15_", "de": "Parameter \"GammaF_1.5\" in Variable \"Teilsicherheitsbeiwert Einwirkungen 1991-4 A.2.1 B.3\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "2", "symbol": "Gammaf_135_", "de": "Parameter \"GammaF_1.35\" in Variable \"Teilsicherheitsbeiwert Einwirkungen 1991-4 A.2.1 B.3\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "3", "symbol": "Gammaf_12_", "de": "Parameter \"GammaF_1.2\" in Variable \"Teilsicherheitsbeiwert Einwirkungen 1991-4 A.2.1 B.3\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "4", "symbol": "Gammaf_10_", "de": "Parameter \"GammaF_1.0\" in Variable \"Teilsicherheitsbeiwert Einwirkungen 1991-4 A.2.1 B.3\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "1", "symbol": "Zylinder_vorhanden_", "de": "Parameter \"Zylinder_vorhanden\" in Variable \"Situation Abzweigrand 8.4.1(6) 8.4.2(6)\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" }, { "id": "2", "symbol": "Zylinder_nicht_vorhanden_", "de": "Parameter \"Zylinder_nicht_vorhanden\" in Variable \"Situation Abzweigrand 8.4.1(6) 8.4.2(6)\"", "source": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET/KapEC3A.vb" } ], "sourceFolder": "LvDataFolder/DotNet_Module/EC3A_.Net/LvEC3A.NET", "masks": [ ] } ], "inspectedSourceEdits": [ ] }