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STATISCHE BERECHNUNG Bauvorhaben: Fa. Niemetz Königsfeld Tabellenwerk für Auflagerreaktionen aus Photovoltaikuntergestellen Bauherr: Fa. Niemetz Hollfelder Straße 11 96167 Königsfeld Entwurfsverfasser: Fa. Niemetz Hollfelder Straße 11 96167 Königsfeld Tragwerksplanung: Ingenieurbüro Dipl.-Ing. Ulrich Stoll Blütenweg 4 95326 Kulmbach Aufgestellt: 26.11.2009 Dr.-Ing. Volker Luft Dipl.-Ing. Ulrich Stoll Auftragsnummer: 96-09

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  • STATISCHE BERECHNUNG

    Bauvorhaben: Fa. Niemetz Knigsfeld Tabellenwerk fr Auflagerreaktionen aus Photovoltaikuntergestellen

    Bauherr: Fa. Niemetz Hollfelder Strae 11 96167 Knigsfeld Entwurfsverfasser: Fa. Niemetz Hollfelder Strae 11 96167 Knigsfeld Tragwerksplanung: Ingenieurbro Dipl.-Ing. Ulrich Stoll Bltenweg 4 95326 Kulmbach Aufgestellt: 26.11.2009 Dr.-Ing. Volker Luft Dipl.-Ing. Ulrich Stoll

    Auftragsnummer: 96-09

  • S O L L

    TRAGWERKSPLANUNG

    BAUVORHABEN: Fa. Niemetz Knigsfeld Tabellenwerk fr Auflagerreaktionen aus Photovoltaikuntergestellen POS. SEITE AUFTRAGSNR.: 96/09

    INGENIEURBRO DIPL.-ING. U. STOLL BLTENWEG 4 95326 KULMBACH FON: (09221)878756 FAX: 878757

    Erluterungen zur Anwendung der Tabellen: Mit Hilfe der Tabellen kann der Anwender abschtzen, inwieweit seine vorhandene Dachkonstruktion fr die Zusatzbelastung aus einer aufgestnderten Photovoltaikanlage System Solarpan geeignet ist. Alle nicht in den Tabellen erfassten Lasten sind vom Anwender selbst zu ermitteln und anzusetzen. Auflagerreaktionen (in KN/m)

    aus Lastfllen Eigengewicht Photovoltaikelement und Gestell Solarpan Schnee der Lastzonen 1, 1a, 2, 2a, 3 Wind der Lastzonen 1, 2, 3, 4 drckende Belastung fr Auflager aus Winddruck berlagert mit Eigengewicht und Schnee in

    Tabellen 1-30 (fr Pfettenbemessung) abhebende Belastung fr Auflager aus Windsog berlagert mit Eigengewicht in Tabellen 31-33 (fr Pfettenbemessung und Befestigungselemente des Trapezbleches) Auflagerreaktionen als charakteristische Werte. fr Bemessung F=1.35 im Normalfall; F im Sonderfall bei kursiv geschriebenen Werten explizit am rechten Tabellenrand angegeben

    Randbedingungen

    Ablastung der Untergestelle nur auf den Pfetten oder gesonderten Trgern, nicht auf der Dachhaut (Trapezblech) ohne Untersttzung

    Untergestell als 1-3-Feldsystem mit Kragarm mit gleich bleibenden Feldlngen von 1.051.50m,

    unterschiedlichen Kraglngen von 0.100.50m, unterschiedlichen Gestellneigungen von 1030 Zwischenwerte knnen interpoliert werden Befestigung des Trapezbleches am Auflagerpunkt mit den im Bauteilkatalog Solarpan festgelegten

    Verbindungsmitteln fr Holzunterkonstruktion: Schraube FBS 6.5x75 fr Stahlunterkonstruktion: Schraube FBS 6.5x50 Gestelle aus Aluminiumprofilen gem Bauteilkatalog Solarpan Befestigung der Gestelle auf Spezial-Trapezblech Solarpan

    Untergestellhaltepunkte in Auflagerlngsrichtung gem Sickeneinteilung: Regelfall: Einflussbreite (97.6cm+61.0cm)/2 =79,3cm Ausnahme: Einflussbreite =61.0cm bei berschreitung der Tragfhigkeit des Aluprofils (fettgedruckte Tabellenwerte)

  • S O L L

    TRAGWERKSPLANUNG

    BAUVORHABEN: Fa. Niemetz Knigsfeld Tabellenwerk fr Auflagerreaktionen aus Photovoltaikuntergestellen POS. SEITE AUFTRAGSNR.: 96/09

    INGENIEURBRO DIPL.-ING. U. STOLL BLTENWEG 4 95326 KULMBACH FON: (09221)878756 FAX: 878757

    Zusammenstellung der Belastungen: Eigengewicht: aus den PV-modulen und der Untergestellkonstruktion 0.15 KN/m Schnee: Lastzone 1: bis 400 m Hhe: 0.8(0.19+0.91x (540/760) = 0.52 KN/m bis 500 m Hhe: (640/760) = 0.67 KN/m bis 600 m Hhe: (740/760) = 0.84 KN/m bis 700 m Hhe (840/760) = 1.04 KN/m bis 800 m Hhe (940/760) = 1.27 KN/m Lastzone 1a bis 400 m Hhe 0.19+0.91x (540/760) = 0.65 KN/m

    bis 500 m Hhe (640/760) = 0.84 KN/m bis 600 m Hhe (740/760) = 1.05 KN/m bis 700 m Hhe (840/760) = 1.30 KN/m bis 800 m Hhe (940/760) = 1.58 KN/m Lastzone 2 bis 286 m Hhe 0.8(0.25+1.91x (426/760) = 0.68 KN/m bis 400 m Hhe (540/760) = 0.97 KN/m bis 500 m Hhe (640/760) = 1.28 KN/m bis 600 m Hhe (740/760) = 1.65 KN/m bis 700 m Hhe (840/760) = 2.07 KN/m bis 800 m Hhe (940/760) = 2.54 KN/m bis 900 m Hhe (1040/760) = 3.06 KN/m Lastzone 2a bis 286 m Hhe 0.25+1,91 x (426/760) = 0.85 KN/m bis 400 m Hhe (540/760) = 1,21 KN/m bis 500 m Hhe (640/760) = 1.60 KN/m bis 600 m Hhe (740/760) = 2.06 KN/m bis 700 m Hhe (840/760) = 2.58 KN/m bis 800 m Hhe (940/760) = 3.17 KN/m bis 900 m Hhe (1040/760) = 3.83 KN/m Lastzone 3 bis 256 m Hhe 0.8(0.31+2.91x (396/760) = 0.88 KN/m bis 400 m Hhe (540/760) = 1.42 KN/m bis 500 m Hhe (640/760) = 1.90 KN/m bis 600 m Hhe (740/760) = 2.46 KN/m bis 700 m Hhe (840/760) = 3.09 KN/m bis 800 m Hhe (940/760) = 3.81 KN/m bis 900 m Hhe (1040/760) = 4.61 KN/m Wind: Lastzone 1 Druck von oben: 1.0 x 0.50 = 0.50 KN/m Druck und Sog von unten: 1.8 x 0.50 = - 0.90 KN/m Lastzone 2 Druck von oben: 1.0 x 0.65 = 0.65 KN/m Druck und Sog von unten: 1.8 x 0.65 = 1.17 KN/m Lastzone 3 Druck von oben: 1.0 x 0.80 = 0.80 KN/m Druck und Sog von unten: 1.8 x 0.80 = 1.44 KN/m Lastzone 4 Druck von oben: 1.0 x 0.95 = 0.95 KN/m Druck und Sog von unten 1.8 x 0.95 = 1.71 KN/m

  • S O L L

    TRAGWERKSPLANUNG

    BAUVORHABEN: Fa. Niemetz Knigsfeld Tabellenwerk fr Auflagerreaktionen aus Photovoltaikuntergestellen POS. SEITE AUFTRAGSNR.: 96/09

    INGENIEURBRO DIPL.-ING. U. STOLL BLTENWEG 4 95326 KULMBACH FON: (09221)878756 FAX: 878757

    Grenzwerte der Tragfhigkeit und Gebrauchstauglichkeit: Tragfhigkeit der Alu-Profils: zul = 9.5 KN/m W = 4.625 cm zul M = 9.5 x 4.625 = 0.44 KNm

    bei Rahmenabstand (97.6 +61.0) / 2 = 79.3 cm zul M = 0.44/0.793 = 0.55 KNm bei Rahmensbstand 61.0 cm zul M = 0.44/0.61 = 0.72 KNm

    Durchbiegung des Alu-Profils: zul f = l/200 und a/150

    bei Rahmenabstand 79.3 cm bei l = 1.05 m zul f = 105/200x0.793 = 0.66 cm bei l = 1.20 m zul f = 120/200x0.793 = 0.76 cm bei l = 1.35 m zul f = 135/200x0.793 = 0.85 cm bei l = 1.50 m zul f = 150/200x0.793 = 0.95 cm bei a = 0.30 m zul f = 30/150x0.793 = 0.25 cm bei a = 0.50 m zul f = 50/150x0.793 = 0.42 cm

    bei Rahmenabstand 61.0 cm bei l = 1.05 m zul f = 105/200x0.61 = 0.86 cm bei l = 1.20 m zul f = 120/200x0.61 = 0.98 cm bei l = 1.35 m zul f = 135/200x0.61 = 1.11 cm bei l = 1.50 m zul f = 150/200x0.61 = 1.23 cm bei a = 0.30 m zul f = 30/150x0.61 = 0.33 cm bei a = 0.50 m zul f = 50/150x0.61 = 0.55 cm Tragfhigkeit Schraube 1xM10 8.8: Abscheren zul A = 0.58 x 0.60 x 80/1.35x1.25 = 16.50 KN Lochleibung zul A = 13.5x 0.8 x 0.4 = 5.40 KN (alles charakteristische Werte) Tragfhigkeit Trapezblechsteg: A x 1.35 / 2x0.075x10 = 24/1.1

    bei Rahmenabstand 79.3 cm zul A = 24x2x0.075x10 / 1.1x1.35x0.793 = 30.6 KN

    bei Rahmenabstand 61.0 cm zul A = 24x2x0.075x10 / 1.1x1.35x 0.61 = 39.7 KN Tragfhigkeit der Trapezblechschrauben bei Zug aus Windsog + Eigengewicht Bei Holz: Randabstnde nach DIN 1052 einhalten! bei Rahmenabstand 79.3 cm

    bei 1 Schraube je Wellental: 1 Schraube FBS 6.5x50 Stahl: zul As = 2x2.10/0.793 = 5.30 KN

    1 Schraube FBS 6.5x75 Holz: zul As = 2x4.27/0.793 = 10.77 KN

    bei 2 Schrauben je Wellental doppelte Werte bei Rahmenabstand 61.0 cm

    bei 1 Schraube je Wellental: 1 Schraube FBS 6.5x50 Stahl: zul As = 2x2.10/0.61 = 6.89 KN

    1 Schraube FBS 6.5x75 Holz zul As = 2x4.27/0.61 = 14.00 KN

    bei 2 Schrauben je Wellental doppelte Werte

  • S O L L

    TRAGWERKSPLANUNG

    BAUVORHABEN: Fa. Niemetz Knigsfeld Tabellenwerk fr Auflagerreaktionen aus Photovoltaikuntergestellen POS. SEITE AUFTRAGSNR.: 96/09

    INGENIEURBRO DIPL.-ING. U. STOLL BLTENWEG 4 95326 KULMBACH FON: (09221)878756 FAX: 878757

    Tabellenbersicht: Tabellennr. Schneelastzone Windlastzone Feldanzahl Belastung

    1 1 1

    1

    Druck von oben aus Eigengewicht, Schnee und Wind

    2 2 3 3 4

    1a 1 1

    5 2 6 3 7

    2 1 1

    8 2 9 3

    10 2a 1

    1 11 2 12 3 13

    3 1 1

    14 2 15 3 16

    1 2 1

    17 2 18 3 19

    1a 2 1

    20 2 21 3 22

    2 2 1

    23 2 24 3 25

    3 2 1

    26 2 27 3

    28

    1 3

    1 2 3 3 3 1 4 2 4

    29

    1 3

    2 2 3 3 3 1 4 2 4

    30

    1 3

    3 2 3 3 3 1 4 2 4

  • S O L L

    TRAGWERKSPLANUNG

    BAUVORHABEN: Fa. Niemetz Knigsfeld Tabellenwerk fr Auflagerreaktionen aus Photovoltaikuntergestellen POS. SEITE AUFTRAGSNR.: 96/09

    INGENIEURBRO DIPL.-ING. U. STOLL BLTENWEG 4 95326 KULMBACH FON: (09221)878756 FAX: 878757

    31 - 1/2/3/4 1 Abheben aus Windsog minus

    Eigengewicht 32 - 1/2/3/4 2 33 - 1/2/3/4 3

  • H1 TABELLE 1 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A1, B1, H1 in KN/m 1-Feld l a Schneelastzone 1 / Windlastzone 1 (Winddruck von oben) A1 B1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    Spann- weite l = 1.05 1.20 1.35 1.50

    Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A1 = 0.60 0.52 0.55 0.43 0.46 0.29 0.69 0.59 0.65 0.52 0.56 0.39 0.78 0.67 0.74 0.60 0.66 0.48 0.86 0.75 0.83 0.68 0.76 0.57

  • H2 TABELLE 2 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A2, B2, C2, H2 in KN/m 2-Feld l l a Schneelastzone 1 / Windlastzone 1 (Winddruck von oben) A2 B2 C2 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A2 = 0.44 0.27 0.44 0.28 0.46 0.29 0.50 0.31 0.50 0.32 0.52 0.33 0.56 9,35 0.57 0.36 0.58 0.37 0.62 0.39 0.63 0.40 0.64 0.40 F = 1.466 < 400 B2 = 1.55 1.77 1.48 1.70 1.35 1.54 1.77 2.03 1.71 1.96 1.60 1.83 2.00 2.29 1.94 2.23 1.84 2.11 2.22 2.54 2.17 2.49 2.08 2.38 C2 = 0.59 0.68 0.89 1.02 1.24 1.42 0.66 0.76 0.95 1.08 1.28 1.47 0.73 0.83 1.01 1.15 1.33 1.53 0.79 0.91 1.07 1.22 1.39 1.59 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A2 = 0.49 0.39 0.50 0.34 0.53 0.36 0.56 0.38 0.57 0.39 0.59 0.40 0.64 0.43 0.64 0.43 0.66 0.45 0.70 0.48 0.71 0.48 0.73 0.49 F = 1.473 500 B2 = 1.74 1.97 1.67 1.88 1.51 1.71 1.99 2.25 1.93 2.18 1.79 2.03 2.25 2.54 2.19 2.47 2.07 2.33 2.50 2.82 2.44 2.76 2.34 2.64

    C2 = 0.67 0.75 1.00 1.13 1.39 1.57 0.74 0.84 1.07 1.20 1.44 1.63 0.82 0.92 1.13 1.28 1.50 1.69 0.89 1.01 1.20 1.36 1.56 1.76 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A2 = 0.56 0.40 0.57 0.41 0.60 0.43 0.64 0.45 0.65 0.46 0.67 0.47 0.72 0.49 0.73 0.49 0.75 0.51 0.80 0.56 0.81 0.58 0.83 0.59 F = 1.477 600 B2 = 1.97 2.19 1.88 2.10 1.71 1.91 2.25 2.51 2.18 2.43 2.03 2.26 2.54 2.83 2.47 2.75 2.34 2.60 2.82 3.14 2.76 3.08 2.64 2.94

    C2 = 0.76 0.84 1.13 1.26 1.58 1.75 0.84 0.94 1.20 1.34 1.63 1.82 0.92 1.03 1.28 1.43 1.69 1.89 1.01 1.12 1.36 1.51 1.76 1.96 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.64 0.48 0.66 0.49 0.68 0.51 0.73 0.53 0.74 0.54 0.77 0.57 0.82 0.61 0.83 0.63 0.86 0.64 0.91 0.65 0.92 0.67 0.94 0.69 F = 1.481 700 B2 = 2.23 2.45 2.13 2.35 1.94 2.13 2.55 2.81 2.47 2.71 2.30 2.53 2.87 3.16 2.80 3.08 2.65 2.91 3.20 3.52 3.13 3.44 2.99 3.29

    C2 = 0.86 0.94 1.28 1.41 1.78 1.96 0.95 1.05 1.36 1.50 1.85 2.03 1.05 1.15 1.45 1.60 1.92 2.11 1.14 1.26 1.54 1.69 1.99 2.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.73 0.57 0.75 0.58 0.78 0.60 0.83 0.63 0.85 0.66 0.88 0.67 0.84 0.73 0.95 0.75 0.98 0.77 1.04 0.79 1.05 0.80 1.07 0.81 F = 1.484 800 B2 = 2.52 2.75 2.41 2.63 2.19 2.39 2.89 3.14 2.79 3.04 2.60 2.83 3.25 3.54 3.17 3.45 2.99 3.26 3.62 3.94 3.54 3.85 3.38 3.68

    C2 = 0.97 1.05 1.45 1.58 2.02 2.20 1.08 1.17 1.54 1.68 2.09 2.28 1.18 1.29 1.64 1.79 2.17 2.36 1.29 1.41 1.74 1.90 2.26 2.46 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- H2 = 0.19 0.64 0.21 0.69 0.23 0.75 0.22 0.72 0.24 0.78 0.26 0.84 0.25 0.81 0.26 0.87 0.28 0.92 0.27 0.90 0.29 0.95 0.31 1.01 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- alle Werte sind charakteristische Werte. Fr die Bemessung der nicht kursiven Werte: F = 1.35, Fette Werte nur fr Rahmenabstand 0.61 m

  • TABELLE 3 H3 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A3, B3, C3, D3, H3 in KN/m 3-Feld l l l a Schneelastzone 1 / Windlastzone 1 (Winddruck von oben) A3 B3 C3 D3 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.45 0.29 0.44 0.29 0.43 0.28 0.51 0.33 0.51 0.33 0.50 0.33 0.58 0.38 0.57 0.37 0.56 0.37 0.64 0.42 0.64 0.42 0.63 0.40 F = 1.466 B3 = 1.37 1.57 1.39 1.59 1.43 1.63 1.57 1.80 1.59 1.82 1.62 1.85 1.77 2.02 1.78 2.04 1.81 2.07 1.96 2.25 1.97 2.26 2.00 2.29 < 400 C3 = 1.36 1.56 1.29 1.48 1.15 1.31 1.56 1.79 1.50 1.71 1.37 1.57 1.76 2.01 1.70 1.95 1.59 1.82 1.95 2.24 1.90 2.18 1.80 2.06 D3 = 0.63 0.72 0.93 1.05 1.27 1.46 0.70 0.80 0.98 1.13 1.32 1.51 0.77 0.88 1.05 1.20 1.38 1.57 0.84 0.90 1.11 1.28 1.43 1.64 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.51 0.34 0.51 0.35 0.49 0.35 0.58 0.40 0.58 0.40 0.57 0.40 0.66 0.46 0.65 0.45 0.64 0.45 0.73 0.51 0.72 0.50 0.72 0.50 F = 1.473 B3 = 1.55 1.74 1.56 1.77 1.61 1.81 1.77 1.99 1.78 2.01 1.82 2.05 1.99 2.24 2.00 2.26 2.03 2.29 2.21 2.49 2.22 2.51 2.25 2.54 500 C3 = 1.53 1.73 1.45 1.64 1.29 1.46 1.75 1.98 1.68 1.90 1.54 1.74 1.98 2.23 1.91 2.16 1.79 2.02 2.20 2.48 2.14 2.42 2.03 2.29 D3 = 0.70 0.79 1.03 1.17 1.43 1.61 0.78 0.88 1.11 1.25 1.49 1.68 0.86 0.97 1.18 1.33 1.55 1.75 0.94 1.06 1.25 1.41 1.61 1.82 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.59 0.43 0.58 0.43 0.57 0.42 0.67 0.46 0.66 0.46 0.65 0.47 0.75 0.50 0.74 0.50 0.74 0.53 0.83 0.61 0.83 0.60 0.82 0.60 F = 1.477

    B3 = 1.75 1.95 1.77 1.97 1.81 2.02 2.00 2.22 2.02 2.24 2.06 2.29 2.24 2.50 2.26 2.52 2.30 2.56 2.49 2.78 2.51 2.80 2.54 2.83 600 C3 = 1.73 1.93 1.64 1.83 1.46 1.62 1.98 2.21 1.90 2.12 1.74 1.94 2.23 2.49 2.16 2.41 2.02 2.25 2.48 2.77 2.42 2.69 2.29 2.55 D3 = 0.80 0.89 1.17 1.30 1.62 1.80 0.88 0.98 1.25 1.39 1.68 1.87 0.97 1.09 1.33 1.48 1.75 1.95 1.06 1.19 1.42 1.58 1.82 2.03 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.67 0.51 0.66 0.51 0.65 0.52 0.76 0.50 0.76 0.55 0.75 0.58 0.86 0.66 0.85 0.69 0.84 0.65 0.95 0.68 0.95 0.70 0.94 0.71 F = 1.481 B3 = 1.98 2.18 2.00 2.20 2.05 2.26 2.26 2.49 2.28 2.51 2.33 2.56 2.54 2.79 2.56 2.82 2.60 2.86 2.82 3.11 2.84 3.13 2.88 3.17 700 C3 = 1.96 2.16 1.86 2.04 1.65 1.82 2.24 2.47 2.15 2.37 1.97 2.17 2.53 2.78 2.45 2.69 2.29 2.52 2.81 3.09 2.74 3.01 2.59 2.85

    D3 = 0.90 0.99 1.32 1.46 1.83 2.01 1.00 1.10 1.41 1.56 1.90 2.09 1.10 1.21 1.51 1.66 1.98 2.18 1.20 1.33 1.60 1.76 2.06 2.27 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.76 0.61 0.75 0.63 0.74 0.65 0.87 0.67 0.86 0.69 0.85 0.71 0.98 0.78 0.97 0.79 0.96 0.81 1.09 0.82 1.08 0.84 1.07 0.86 F = 1.484 B3 = 2.24 2.44 2.26 2.47 2.32 2.53 2.56 2.78 2.58 2.81 2.63 2.86 2.87 3.13 2.90 3.15 2.94 3.20 3.19 3.48 3.21 3.49 3.25 3.54 800 C3 = 2.22 2.42 2.10 2.29 1.87 2.03 2.54 2.77 2.44 2.65 2.23 2.43 2.86 3.12 2.77 3.02 2.59 2.82 3.18 3.46 3.10 3.37 2.93 3.19

    D3 = 1.02 1.11 1.50 1.63 2.07 2.25 1.13 1.23 1.60 1.74 2.15 2.34 1.25 1.36 1.71 1.86 2.24 2.44 1.36 1.48 1.81 1.98 2.33 2.54 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- H3 = 0.29 0.94 0.30 1.00 0.32 1.05 0.33 1.07 0.34 1.13 0.36 1.18 0.37 1.20 0.38 1.26 0.40 1.31 0.41 1.33 0.42 1.39 0.44 1.44 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- alle Werte sind charakteristische Werte. Fr die Bemessung der nicht kursiven Werte F = 1.35

  • H1 TABELLE 4 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A1, B1, H1 in KN/m 1-Feld l a Schneelastzone 1a / Windlastzone 1 (Winddruck von oben) A1 B1 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A1 = 0.67 0.58 0.61 0.49 0.51 0.35 0.77 0.67 0.72 0.59 0.63 0.46 0.86 0.76 0.82 0.68 0.74 0.56 0.96 0.85 0.92 0.77 0.85 0.66

  • H2 TABELLE 5 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A2, B2, C2, H2 in KN/m 2-Feld l l a Schneelastzone 1a / Windlastzone 1 (Winddruck von oben) A2 B2 C2 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.49 0.33 0.50 0.34 0.52 0.35 0.50 0.37 0.56 0.38 0.58 0.39 0.63 0.40 0.63 0.42 0.65 0.44 0.69 0.45 0.70 0.47 0.72 0.48 F = 1,472

  • TABELLE 6 H3 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A3, B3, C3, D3, H3 in KN/m 3-Feld l l l a Schneelastzone 1a / Windlastzone 1 (Winddruck von oben) A3 B3 C3 D3 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.50 0.35 0.50 0.36 0.49 0.38 0.58 0.40 0.57 0.40 0.56 0.40 0.65 0.41 0.64 0.42 0.63 0.44 0.72 0.45 0.71 0.47 0.71 0.49 F = 1.472
  • H1 TABELLE 7 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A1, B1, H1 in KN/m 1-Feld l a Schneelastzone 2 / Windlastzone 1 (Winddruck von oben) A1 B1 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 0.68 0.60 0.63 0.51 0.52 0.36 0.78 0.69 0.74 0.61 0.64 0.47 0.88 0.78 0.84 0.70 0.76 0.58 0.98 0.87 0.94 0.79 0.87 0.68 < 286 B1 = 0.85 0.96 1.17 1.32 1.54 1.74 0.95 1.07 1.26 1.43 1.62 1.83 1.05 1.18 1.36 1.53 1.71 1.93 1.15 1.30 1.46 1.64 1.80 2.03 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 0.84 0.75 0.77 0.65 0.64 0.48 0.96 0.86 0.90 0.77 0.79 0.61 1.08 0.97 1.03 0.89 0.93 0.75 1.20 1.09 1.15 1.00 1.06 0.87 400 B1 = 1,03 1.14 1.42 1.57 1.88 2.07 1.15 1.28 1.54 1.70 1.97 2.18 1.28 1.41 1.65 1.83 2.08 2.30 1.40 1.55 1.77 1.96 2.19 2.41 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 1.00 0.91 0.92 0.80 0.77 0.60 1.14 1.05 1.08 0.95 0.94 0.77 1.29 1.18 1.23 1.09 1.11 0.93 1.43 1.32 1.38 1.23 1.27 1.08 500 B1 = 1.23 1.34 1.69 1.84 2.23 2.43 1.37 1.50 1.83 1.99 2.35 2.56 1.52 1.65 1.97 2.14 2.47 2.69 1.67 1.81 2.11 2.29 2.60 2.83 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 1.19 1.10 1.10 0.98 0.92 0.75 1.36 1.27 1.28 1.15 1.12 0.95 1.53 1.43 1.46 1.32 1.32 1.14 1.71 1.59 1.64 1.49 1.51 1.33 600 B1 = 1.46 1.57 2.01 2.16 2.65 2.85 1.63 1.75 2.17 2.33 2.79 3.00 1.80 1.94 2.34 2.51 2.94 3.16 1.98 2.12 2.50 2.69 3.09 3.32

    ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 1.41 1.32 1.30 1.18 1.09 0.92 1.61 1.52 1.52 1.39 1.33 1.16 1.81 1.71 1.73 1.59 1.56 1.39 1.94 1.79 1.60

    700 B1 = 1.72 1.83 2.37 2.52 3.13..3.33 1.93 2.05 2.56 2.73 3.29 3.50 2.13 2.26 2.76 2.93 3.47 3.69 2.95 3.65 3.88 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 1.65 1.57 1.53 1.40 1.28 1.11 1.89 1.80 1.78 1.65 1.56 1.39 2.13 2.03 2.03 1.89 1.84 1.66 2.11 800 B1 = 2.02 2.13 2.78 2.93 3.67 3.87 2.26 2.38 3.01 3.17 3.86 4.07 2.50 2.63 3.23 3,41 4.06 4.28 4.28 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 1.92 1.84 1.78 1.66 1.49 1.33 2.20 2.11 2.07 1.94 1.82 1.65 2.14 1.96 900 B1 = 2.35 2.46 3.24 3.39 4.27 4.46 2.63 2.75 3.50 3.66 4.49 4.70 4.73 4.95 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- H = 0.10 0.33 0.12 0.31 0.14 0.45 0.12 0.38 0.13 0.43 0.15 0.49 0.13 0.42 0.15 0.48 0.16 0.53 0.14 0.46 0.16 0.52 0.18 0.58 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- alle Werte sind charakteristische Werte. Fr die Bemessung F = 1.35. Fette Werte nur fr Rahmenabstand 0.61 m

  • H2 TABELLE 8 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A2, B2, C2, H2 in KN/m 2-Feld l l a Schneelastzone 2 / Windlastzone 1 (Winddruck von oben) A2 B2 C2 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 ____ Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50__ hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.50 0.34 0.51 0.34 0.53 0.36 0.57 0.39 0.58 0.39 0.60 0.41 0.64 0.43 0.65 0.44 0.66 0.45 0.71 0.47 0.72 0.49 0.73 0.50 F = 1.473 < 286 B2 = 1.76 1.98 1.68 1.90 1.53 1.72 2.01 2.27 1.95 2.19 1.81 2.04 2.27 2.56 2.21 2.49 2.09 2.35 2.52 2.84 2.47 2.78 2.36 2.66 C2 = 0.67 0.76 1.01 1.14 1.41 1.59 0.75 0.85 1.08 1.21 1.46 1.64 0.82 0.93 1.14 1.29 1.51 1.71 0.90 1.01 1.21 1.37 1.57 1.77 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.61 0.45 0.63 0.47 0.65 0.49 0.70 0.52 0.71 0.53 0.74 0.54 0.79 0.56 0.80 0.59 0.82 0.61 0.88 0.63 0.88 0.65 0.90 0.67 F = 1.480 400 B2 = 2.14 2.36 2.04 2.26 1.86 2.05 2.45 2.70 2.37 2.61 2.20 2.43 2.76 3.04 2.68 2.96 2.54 2.80 3.07 3.39 3.00 3.31 2.87 3.17

    C2 = 0.82 0.91 1.23 1.35 1.71 1.89 0.91 1.01 1.31 1.44 1.77 1.96 1.00 1.11 1,39 1.54 1.84 2.03 1.09 1.21 1.48 1.63 1.91 2.11 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.74 0.57 0.75 0.59 0.79 0.62 0.84 0.66 0.86 0.67 0.89 0.69 0.95 0.74 0.96 0.76 0.98 0.77 1.05 0.82 1.06 0.83 1.09 0.85 F = 1.484 500 B2 = 2.54 2.77 2.43 2.65 2.21 2.41 2.91 3.17 2.82 3.06 2.62 2.85 3.28 3.57 3.19 3.48 3.02 3.29 3.65 3.97 3.57 3.89 3.42 3.72

    C2 = 0.98 1.06 1.46 1.59 2.04 2.22 1.09 1.18 1.56 1.69 2.11 2.30 1.19 1.30 1.66 1.80 2.19 2.38 1.30 1.42 1.76 1.91 2.28 2.48 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.88 0.72 0.90 0.74 0.94 0.77 1.01 0.76 1.02 0.84 1.06 0.82 1.13 0.93 1.15 0.94 1.18 0.96 1.26 1.03 1.27 1.04 1.30 1.06 F = 1.488 600 B2 = 3.02 3.25 2.89 3.10 2.63 2.83 3.46 3.72 3.34 3.59 3.11 3.34 3.89 4.18 3.79 4.07 3.59 3.85 4.33 4.65 4.24 4.55 4.05 4.35

    C2 = 1.16 1.25 1.73 1.86 2.42 2.60 1.29 1.38 1.85 1.98 2.50 2.69 1.42 1.52 1.97 2.11 2.60 2.79 1.54 1.66 2.09 2.24 2.70 2.91 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 1.05 0.89 1.07 0.91 1.12 0.95 1.20 0.93 1.22 1.03 1.16 1.01 1.35 1.14 1.36 1.10 1.40 1.19 1.51 1.54 1.25 F = 1.490 700 B2 = 3.57 3.79 3.41 3.63 3.10 3.30 4.08 4.34 3.95 4.19 3.67 3.91 4.60 4.89 4.48 4.76 4.23 4.50 5.00 4.78 5.09

    C2 = 1.37 1.45 2.05 2.17 2.85 3.03 1.52 1.62 2.18 2.32 2.96 3.14 1.67 1.78 2.32 2.47 3.07 3.26 2.46 3.19 3.29 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 1.23 1.07 1.26 1.12 1.32 1.15 1,41 1.15 1.43 1.25 1.48 1.20 1.58 1.38 1.60 1.30 1.65 1.44 F = 1.492 800 B2 = 4.18 4.41 4.00 4.21 3.63 3.83 4.79 5.04 4.63 4.87 4.31 4.54 5.39 5.68 5.25 5.53 4.96 5.23

    C2 = 1.60 1.69 2.40 2.53 3.24 3.52 1.78 1.88 2.56 2.69 3.46 3.65 1.96 2.07 2.72 2.87 3.60 3.79 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 1.44 1.28 1.47 1.35 1.54 1.37 1.65 1.35 1.67 1.46 1.73 1.54 F = 1.493 900 B2 = 4.86 5.09 4.65 4.87 4.23 4.42 5.57 5.82 5.38 5.63 5.01 5.24

    C2 = 1.87 1.95 2.79 2.92 3.89 4.07 2.07 2.17 2.97 3.11 4.03 4.22 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- H2 = 0.19 0.64 0.21 0.69 0.23 0.75 0.22 0.72 0.24 0.78 0.26 0.84 0.25 0.81 0.26 0.87 0.28 0.92 0.27 0.90 0.29 0.95 0.31 1.01 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- alle Werte sind charakteristische Werte. Fr die Bemessung der nicht kursiven Werte F = 1.35. Fette Werte nur fr Rahmenabstand 0.61 m Fr Werte ber 5.44 KN/m ist die Sttze mit 2 M 8/8.8 anzuschlieen.

  • TABELLE 9 (TEIL 1) H3 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A3, B3, C3, D3, H3 in KN/m 3-Feld l l l a Schneelastzone 2 / Windlastzone 1 (Winddruck von oben) A3 B3 C3 D3 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A3 = 0.52 0.36 0.51 0.36 0.50 0.35 0.58 0.41 0.58 0.41 0.57 0.40 0.66 0.46 0.66 0.46 0.65 0.46 0.74 0.48 0.73 0.51 0.72 0.53 F = 1.473 B3 = 1.56 1.76 1.58 1.78 1.62 1.83 1.78 2.01 1.80 2.03 1.83 2.07 2.00 2.26 2.02 2.28 2.05 2.31 2.23 2.51 2.24 2.53 2.27 2.56

  • TABELLE 9 (TEIL 2) H3 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A3, B3, C3, D3, H3 in KN/m 3-Feld l l l a Schneelastzone 2 / Windlastzone 1 (Winddruck von oben) A3 B3 C3 D3 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 1.52 1.36 1.50 1.48 1.48 1.33 1.73 1.40 1.72 1.53 1.70 1.53 1.95 1.42 1.94 1.62 1.92 F = 1.493 B3 = 4.31 4.51 4.37 4.57 4.48 4.69 4.93 5.16 4.98 5.21 5.07 5.31 5.54 5.80 5.59 5.84 5.67 900 C3 = 4.28 4.48 4.05 4.24 3.60 3.77 4.90 5.12 4.70 4.92 4.30 4.50 5.52 5.77 5.34 5.59 4.99

    D3 = 1.96 2.05 2.89 3.02 3.99 4.18 2.18 2.28 3.09 3.23 4.15 4.34 2.41 2.52 3.29 3.44 4.32 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    H3 = 0.29 0.94 0.30 1.00 0.32 1.05 0.33 1.07 0.34 1.13 0.36 1.18 0.37 1.20 0.38 1.26 0.40 1.31 0.41 1.33 0.42 1.39 0.44 1.44 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- alle Werte sind charakteristische Werte. Fr die Bemessung bei nicht kursiven Werten F = 1.35. Fette Werte nur fr Rahmenabstand 0.61 m Fr Werte ber 5.44 KN/m ist die Sttze mit 2 M 8/8.8 anzuschlieen.

  • H1 TABELLE 10 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A1, B1, H1 in KN/m 1-Feld l a Schneelastzone 2a / Windlastzone 1 (Winddruck von oben) A1 B1 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 0.77 0.69 0.71 0.59 0.59 0.43 0.88 0.80 0.83 0.70 0.73 0.55 1.00 0.89 0.95 0.81 0.85 0.68 1.11 0.99 1.06 0.92 0.98 0.79 < 286 B1 = 0.96 1.06 1.32 1.47 1.73 1.93 1.07 1.19 1.42 1.58 1.83 2.03 1.18 1.31 1.53 1.70 1.92 2.14 1.29 1.44 1.64 1.82 2.02 2.25 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 0.90 0.88 0.89 0.77 0.74 0.58 1.10 1.01 1.04 0.91 0.91 0.74 1.24 1.14 1.18 1.04 1.07 0.89 1.38 1.27 1.33 1.18 1.22 1.04 400 B1 = 1.19 1.29 1.63 1.78 2.15 2.35 1.33 1.45 1.76 1.93 2.27 2.47 1.47 1.60 1.90 2.07 2.39 2.60 1.61 1.75 2.03 2.22 2.51 2.74 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A1 = 1.17 1.08 1.08 0.95 0.90 0.73 1.33 1.24 1.26 1.13 1.10 0.93 1.50 1.40 1.43 1.29 1.30 1.12 1.67 1.56 1.61 1.46 1.48 1.30 500 B1 = 1.43 1.54 1.97 2.12 2.60 2.80 1.60 1.72 2.13 2.29 2.74 2.94 1.77 1.90 2.29 2.47 2.88 3.10 1.94 2.09 2.46 2.64 3.03 3.26 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A1 = 1.40 1.32 1.30 1.17 1.08 0.92 1.61 1.51 1.51 1.38 1.33 1.16 1.81 1.71 1.73 1.59 1.56 1.38 1.94 1.79 1.79 1.60 600 B1 = 1.72 1.83 2.37 2.52 3.12 3.32 1.92 2.04 2.56 2.72 3.29 3.49 2.13 2.26 2.75 2.93 3.46 3.78 2.95 3.13 3.64 3.87 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A1 = 1.67 1.59 1.55 1.43 1.30 1.13 1.92 1.82 1.81 1.68 1.59 1.41 2.06 1.92 1.87 1.69 2.13 700 B1 = 2.05 2.16 2.82 2.97 3.72 3.92 2.29 2.41 3.05 3.21 3.92 4.12 3.28 3.45 4.12 4.34 4.33 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------ A1 = 1.98 1.90 1.83 1.71 1.54 1.37 2.27 2.17 2.14 2.01 1.88 1.71 2.21 2.03 800 B1 = 2.42 2.53 3.33 3.48 4.39 4.59 2.70 2.83 3.60 3.76 4.62 4.83 4.87 5.09

    --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 2.32 2.24 2.15 2.03 1.80 1.64 2.51 2.20 2.03 900 B1 = 2.83 2.94 3.90 4.05 5.14 5.24 4.22 5.41 5.62 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- H1 = 0.10 0.33 0.12 1.39 0.14 0.45 0.11 0.38 0.13 0.43 0.15 0.49 0.13 0.42 0.15 0.48 0.16 0.53 0.14 0.46 0.16 0.52 0.18 0.58 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    alle Werte sind charakteristische Werte. Fr die Bemessung F = 1.35. Fette Werte nur fr Rahmenabstand 0.61 m Fr Werte ber 5.44 KN/m ist die Sttze mit 2 M 8/8.8 anzuschlieen

  • H2 TABELLE 11 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A2, B2, C2, H2 in KN/m 2-Feld l l a Schneelastzone 2a / Windlastzone 1 (Winddruck von oben) A2 B2 C2 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- Res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.57 0.40 0.58 0.42 0.60 0.43 0.65 0.44 0.66 0.47 0.68 0.49 0.73 0.48 0.73 0.53 0.75 0.55 0.81 0.56 0.81 0.58 0.83 0.59 F = 1.476 < 286 B2 = 1.98 2.20 1.89 2.11 1.72 1.91 2.26 2.52 2.19 2.44 2.04 2.27 2.55 2.84 2.48 2.76 2.35 2.61 2.84 3.16 2.77 3.09 2.65 2.95 C2 = 0.76 0.55 1.13 1.26 1.58 1.76 0.84 0.94 1.21 1.35 1.64 1.82 0.93 1.03 1.29 1.43 1.70 1.89 1.01 1.13 1.37 1.52 1.77 1.97 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.71 0.55 0.73 0.57 0.76 0.58 0.81 0.58 0.82 0.64 0.85 0.61 .91 0.61 0.92 0.71 0.95 0.64 1.01 0.65 1.02 0.79 1.04 0.68 F = 1.484 400 B2 = 2.45 2.68 2.35 2.56 2.13 2.33 2.81 3.07 2.72 2.96 2.53 2.76 3.16 3.45 3.08 3.36 2.91 3.18 3.92 3.84 3.44 3.76 3.29 3.59 C2 = 0.94 1.03 1.41 1.54 1.96 2.14 1.05 1.14 1.50 1.94 2.03 2.22 1.15 1.26 1.60 1.74 2.11 2.31 1.25 1.37 1.69 1.85 2.20 2.40 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.87 0.70 0.88 0.72 0.92 0.75 0.99 0.76 1.00 0.82 1.04 0.85 1.11 0.80 1.12 0.91 1.15 0.92 1.23 1.00 1.25 1.02 1.27 1.04 F = 1.487 500 B2 = 2.96 3.19 2.84 3.05 2.58 2.77 3.39 3.65 3.28 3.53 3.05 3.28 3.82 4.11 3.72 4.00 3.52 3.79 4.25 4.57 4.16 4.47 3.98 4.28 C2 = 1.14 1.22 1.70 1.83 2.37 2.55 1.26 1.36 1.81 1.95 2.46 2.64 1.39 1.50 1.93 2.07 2.55 2.74 1.52 1.63 2.05 2.20 2.65 2.85 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 2 = 1.05 0.88 1.07 0.90 1.12 0.95 1.19 0.97 1.21 1.03 1.26 1.06 1.34 1.07 1.36 1.18 1.40 1.18 1.54 1.30 F = 1.490 600 B2 = 3.56 3.78 3.40 3.62 3.09 3.29 4.07 4.33 3.94 4.19 3.67 3.90 4.59 4.88 4.47 4.75 4.22 4.49 4.77 5.08 C2 = 1.37 1.45 2.04 2.17 2.85 3.03 1.52 1.61 2.18 2.31 2.95 3.13 1.67 1.77 2.32 2.46 3.06 3.26 3.18 3.39 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 1.25 1.09 1.28 1.11 1.34 1.17 1.43 1.15 1.45 1.27 1.50 1.28 1.63 1.67 1.46 F = 1.492 700 B2 = 4.24 4.46 4.06 4.27 3.69 3.88 4.85 5.11 4.69 4.94 4.37 4.60 5.32 5.03 5.30 C2 = 1.63 1.71 2.43 2.56 3.39 3.57 1.81 1.90 2.59 2.73 3.51 3.70 2.76 3.65 3.84 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 1.49 1.32 1.52 1.34 1.59 1.38 1.70 1.51 1.72 1.54 1.78 1.55 F = 1.493 800 B2 = 5.01 5.23 4.79 5.00 4.35 4.55 5.73 5.99 5.54 5.79 5.16 5.29 C2 = 1.92 2.01 2.87 3.00 4.00 4.18 2.13 2.23 3.06 3.20 4.15 4.34 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 1.74 1.58 1.78 1.62 1.86 1.65 2.03 2.10 2.91 F = 1.494 900 B2 = 5.86 6.09 5.61 5.82 5.10 5.29 6.49 6.04 6.27 C2 = 2.25 2.36 3.36 3.49 4.69 4.87 3.59 4.86 5.04 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- H2 = 0.19 0.64 0.21 0.69 0.23 0.75 0.22 0.72 0.24 0.78 0.26 0.84 0.25 0.81 0.26 0.87 0.28 0.92 0.27 0.90 0.29 0.95 0.31 1.01 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- alle Werte sind charakteristische Werte. Fr Bemessung bei nicht kursiven Werten F = 1,35, Fette Werte nur fr Rahmenabstand 0.61 m Fr Werte ber 5.44 KN/m ist die Sttze mit 2 M 8/8.8 anzuschlieen.

  • TABELLE 12 (TEIL 1) H3 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A3, B3, C3, D3, H3 in KN/m 3-Feld l l l a Schneelastzone 2a / Windlastzone 1 (Winddruck von oben) A3 B3 C3 D3 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50____________ Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50____ hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.59 0.43 0.58 0.45 0.57 0.42 0.67 0.46 0.66 0.49 0.65 0,48 0.75 0.50 0.75 0.55 0.74 0.54 0.84 0.57 0.83 0.61 0.82 0.60 F = 1.478 B3 = 1.75 1.95 1.78 1.98 1.82 2.03 2.00 2.23 2.02 2.25 2.06 2.30 2.25 2.51 2.27 2.53 2.31 2.57 2.50 2.79 2.52 2.81 2.55 2.84
  • TABELLE 12 (TEIL 2) H3 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A3, B3, C3, D3, H3 in KN/m 3-Feld l l l a Schneelastzone 2a / Windlastzone 1 (Winddruck von oben) A3 B3 C3 D3 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50____________ Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50____ hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 1.56 1.41 1.55 1.44 1.53 1.48 1.79 1.61 1.77 1.60 1.75 1.61 2.01 2.00 1.98 F = 1.493 B3 = 4.44 4.64 4.50 4.70 4.61 4.82 5.07 5.30 5.13 5.35 5.23 5.46 5.71 5.75 5.84 800 C3 = 4.41 4.60 4.17 4.36 3.71 3.87 5.04 5.27 4.84 5.06 4.43 4.63 5.68 5.50 5.13

    D3 = 2.02 2.11 2.97 3.11 4.11 4.30 2.25 2.35 3.18 3.32 4.27 4.46 2.48 3.39 4.44 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 1.84 1.68 1.82 1.67 1.80 1.69 2.10 1.92 2.09 2.02 2.06 1.90 F = 1.494 B3 = 5.20 5.40 5.27 5.47 5.40 5.61 5.94 6.17 6.00 6.23 6.12 6.35 900 C3 = 5.16 5.35 4.89 5.07 4.34 4.51 5.90 6.13 5.66 5.88 5.19 5.39

    D3 = 2.37 2.46 2.48 3.61 4.81 5.00 2.63 2.73 3.72 3.86 5.00 5.19 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- H3 = 0.29 0.94 0.30 1.00 0.32 1.05 0.33 1.07 0.34 1.13 0.36 1.18 0.37 1.20 0.38 1.26 0.40 1.31 0.41 1.33 0.42 1.39 0.44 1.44 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- alle Werte sind charakteristische Werte. Fr die Bemessung bei nicht kursiven Werten F = 1.35. Fette Werte nur fr Rasterabstand 0.61 m Fr Werte ber 5.44 KN/m ist die Sttze mit 2 M 8/8.8 anzuschlieen.

  • H1 TABELLE 13 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A1, B1, H1 in KN/m 1-Feld l a Schneelastzone 3 / Windlastzone 1 (Winddruck von oben) A1 B1 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 0.79 0.70 0.73 0.60 0.60 0.44 0.90 0.81 0.85 0.72 0.74 0.57 1.02 0.91 0.97 0.83 0.87 0.69 1.13 1.02 1.09 0.94 1.00 0.81 < 256 B1 = 0.98 1.08 1.34 1.49 1.77 1.97 1.09 1.21 1.45 1.61 1.86 2.07 1.21 1.34 1.56 1.73 1.96 2.18 1.32 1.47 1.67 1.86 2.06 2.29 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ A1 = 1.07 0.99 0.99 0.87 0.83 0.66 1.23 1.13 1.15 1.02 1.01 0.84 1.38 1.28 1.32 1.18 1.19 1.01 1.54 1.42 1.48 1.33 1.36 1.18 400 B1 = 1.32 1.43 1.82 1.96 2.39 2.59 1.47 1.59 1.96 2.12 2.52 2.73 1.63 1.76 2.11 2.28 2.65 2.87 1.78 1.93 2.26 2.44 2.79 3.02 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A1 = 1.32 1.23 1.22 1.10 1.02 0.85 1.51 1.42 1.42 1.29 1.25 1.07 1.70 1.60 1.62 1.48 1.47 1.29 1.89 1.78 1.82 1.67 1.68 1.49 500 B1 = 1.62 1.73 2.23 2.38 2.94 3.13 1.81 1.93 2.41 2.57 3.09 3.30 2.00 2.13 2.59 2.76 3.25 3.47 2.19 2.34 2.77 2.96 3.42 3.65 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A1 = 1.61 1.52 1.49 1.36 1.24 1.08 1.84 1.75 1.73 1.60 1.52 1.35 2.07 1.98 1.84 1.79 1.61 2.05 1.86 600 B1 = 1.97 2.08 2.71 2.86 3.57 3.77 2.20 2.32 2.93 3.09 3.76 3.97 2.43 3.15 3.32 3.96 4.18 4.16 4.39 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A1 = 1.94 1.85 1.79 1.67 1.50 1.34 2.22 2.13 2.09 1.96 1.84 1.67 2.16 1.98 700 B1 = 2.37 2.48 3.26 3.41 4.30 4.50 2.65 2.77 3.53 3.69 4.53 4.74 4.77 4.98 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A1 = 2.31 2.23 2.14 2.02 1.79 1.63 2.50 2.19 2.02 800 B1 = 2.82 2.93 3.89 4.03 5.12 5.32 4.20 5.39 5.60

    ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ H1 = 0.10 0.33 0.12 1.39 0.14 0.45 0.11 0.38 0.13 0.43 0.15 0.49 0.13 0.42 0.15 0.48 0.16 0.53 0.14 0.46 0.16 0.52 0.18 0.58

    ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ alle Werte sind charakteristische Werte. Fr Bemessung F = 1.35. Fette Werte nur fr Rahmenabstand 0.61 m. Fr Werte ber 5.44 KN/m ist die Sttze mit 2 M 8/8,8 anzuschlieen

  • H2 TABELLE 14 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A2, B2, C2, H2 in KN/m 2-Feld l l a Schneelastzone 3 / Windlastzone 1 (Winddruck von oben) A2 B2 C2 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.58 0.42 0.59 0.43 0.62 0.45 0.66 0.47 0.67 0.50 0.69 0.51 0.74 0.52 0.75 0.54 0.77 0.56 0.82 0.58 0.83 0.59 0.85 0.6 F = 1.478 B2 = 2.02 2.24 1.93 2.15 1.75 1.95 2.31 2.57 2.23 2.48 2.08 2.31 2.60 2.89 2.53 2.82 2.40 2.66 2.90 3.22 2.83 3.15 2.71 3.01
  • TABELLE 15 H3 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A3, B3, C3, D3, H3 in KN/m 3-Feld l l l a Schneelastzone 3 / Windlastzone 1 (Winddruck von oben) A3 B3 C3 D3 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.60 0.44 0.59 0.44 0.58 0.47 0.69 0.51 0.68 0.52 0.67 0.50 0.77 0.52 0.77 0.55 0.76 0.56 0.86 0.58 0.95 0.60 0.84 0.63 F = 1.478 B3 = 1.79 1.99 1.91 2.02 1.86 2.07 2.05 2.27 2.07 2.30 2.11 2.34 2.30 2.56 2.31 2.58 2.36 2.62 2.56 2.84 2.57 2.86 2.61 2.83
  • H1

    TABELLE 16 BELASTUNG DER DACHPFETTEN DURCH DIE PV-UNTERGESTELLE A1, B1, H1 in KN/m 1 - Feld l a Schneelastzone 1 / Windlastzone 2 (Winddruck von oben) A1 B1 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    Spann- weite l = 1.05 1.20 1.35 1.50

    Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A1 = 0.68 0.56 0.62 0.46 0.51 0.30 0.77 0.65 0.73 0.55 0.63 0.41 0.87 0.73 0.83 0.64 0.75 0.51 0.97 0.82 0.93 0.73 0.86 0.51

  • TABELLE 17 H2 BELASTUNG DER DACHPFETTEN DURCH DIE PV-UNTERGESTELLE A2, B2, C2, H2 in KN/m 2-Feld l l a Schneelastzone 1 / Windlastzone 2 (Winddruck von oben) A2 B2 C2 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A2 = 0.49 0.27 0.50 0.28 0.52 0.29 0.56 0.31 0.56 0.32 0.58 0.33 0.63 0,35 0.63 0.37 0.65 0.37 0.69 0.40 0.70 0.40 0.71 0.42 F = 1.466 < 400 B2 = 1.75 2,03 1.67 1.95 1.52 1.77 2,00 2.33 1.94 2,25 1.80 2,10 2.26 2.62 2,20 2.55 2,08 2.42 2.51 2.92 2.46 2.85 2.35 2.73 C2 = 0.67 0.78 1,00 1.17 1.40 1.63 0.75 0.87 1,07 1.24 1.45 1.69 0.82 0.95 1.14 1.32 1.51 1.75 0.89 1,04 1.21 1.40 1.57 1.62 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.55 0.33 0.56 0.34 0.58 0.36 0.62 0.38 0.63 0.39 0.65 0.40 0.70 0.43 0.71 0.44 0.73 0.45 0.78 0.48 0.78 0.48 0.80 0.50 F = 1.473 500 B2 = 1.94 2,23 1.86 2,13 1.69 1.94 2,23 2.55 2,15 2.46 2,00 2.29 2.51 2.87 2.44 2.80 2.31 2.64 2.79 3,19 2.73 3,12 2.61 2.99

    C2 = 0.75 0.86 1.12 1.28 1.55 1.78 0.83 0.95 1.19 1.36 1.61 1.85 0.91 1,04 1.27 1.45 1.67 1.91 0.99 1.14 1.34 1.54 1.74 1.99 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

    A2 = 0.61 0.40 0.63 0.42 0.65 0.43 0.70 0.45 0.71 0.47 0.73 0.47 0.79 0.49 0.80 0.52 0.82 0.53 0.87 0.57 0.88 0.59 0.90 0.59 F = 1.477 600 B2 = 2,17 2.45 2,08 2.35 1.89 2,13 2.49 2.81 2.40 2.72 2.24 2.53 2.80 3,16 2.72 3,08 2.58 2.91 3,11 3.52 3,05 3.44 2.91 3,29

    C2 = 0.83 0.94 1.25 1.41 1.74 1.96 0.93 1,05 1.33 1.50 1.80 2,03 1,02 1.15 1.41 1.60 1.87 2,11 1.11 1.26 1.50 1.69 1.94 2,20 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.69 0.48 0.71 0.50 0.74 0.51 0.79 0.53 0.80 0.56 0.83 0.58 0.89 0.61 0.90 0.63 0.92 0.64 0.99 0.69 1,00 0.71 1,02 0.71 F = 1.481

    700 B2 = 2.43 2.71 2.32 2.60 2,11 2.36 2.78 3,11 2.69 3,00 2.50 2.80 3,13 3.50 3,05 3.41 2.89 3,22 3.49 3.89 3.41 3.81 3,26 3.64 C2 = 0.93 1,04 1.39 1.56 1.94 2,17 1,04 1.16 1.49 1.66 2,01 2.25 1.14 1.27 1.58 1.77 2,09 2.34 1.24 1.39 1.68 1.87 2,18 2.43

    --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A2 = 0.78 0.57 0.80 0.59 0.83 0.61 0.89 0.63 0.81 0.66 0.94 0.68 1,00 0.73 1,02 0.75 1,04 0.77 1.11 0.79 1.13 0.82 1.15 0.84 F = 1.484 800 B2 = 2.72 3,01 2.61 2.88 2.37 2.61 3,12 3.44 3,01 3.33 2.81 3,10 3.51 3.88 3.42 3.77 3,23 3.57 3.91 4,31 3.82 4,22 3.65 4,03

    C2 = 1,05 1.15 1.56 1.73 2.18 2.41 1.16 1.28 1.67 1.84 2.26 2.49 1.28 1.41 1.77 1.96 2.34 2.59 1.39 1.54 1.88 2,08 2.44 2.69 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- H2 = 0.25 0.83 0.28 0.90 0.30 0.98 0.29 0.94 0.31 1,01 0.33 1,09 0.32 1,05 0.34 1,13 0.37 1,20 0.36 1.16 0.38 1,24 0.40 1.31 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- alle Werte sind charakteristische Werte. Fr Bemessung der nicht kursiven Werte: F = 1.35, Fette Werte nur fr Rahmenabstand 0.61 m

  • H3 TABELLE 18 BELASTUNG DER DACHPFETTEN DURCH DIE PV-UNTERGESTELLE A3, B3, C3, D3, H3 in KN/m 3-Feld l l l a Schneelastzone 1 / Windlastzone 2 (Winddruck von oben) A3 B3 C3 D3 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Spann- weite l = 1.05 1.20 1.35 1.50 Mee- Krag- res- weite a = 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 0.10 0.30 0.50 hhe Neigung = 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 10 30 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.50 0.29 0.49 0.29 0.48 0.30 0.57 0.33 0.56 0.33 0.55 0.34 0.64 0.38 0.63 0.40 0.63 0.37 0.71 0.42 0.71 0.42 0.70 0.44 F = 1.466 B3 = 1.55 1.80 1.57 1.83 1.61 1.87 1.77 2,06 1.79 5,08 1.83 2,12 2,00 2.32 2,01 2.34 2,04 2.37 2,22 2.58 2,23 2.59 2.26 2.63 < 400 C3 = 1.54 1.79 1.46 1.70 1.30 1.51 1.76 2,05 1.69 1.97 1.55 1.80 1.99 2.31 1.92 2,23 1.80 2,09 2,21 2.57 2,15 2.50 2,04 2.37 D3 = 0.71 0.82 1,04 1.21 1.44 1.67 0.79 0.91 1,11 1.29 1.49 1.73 0.87 1,01 1.19 1.38 1.55 1.81 0.95 1,10 1.26 1.46 1.62 1.88 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.56 0.35 0.55 0.36 0.54 0.35 0.64 0.40 0.63 0.40 0.62 0.42 0.72 0.46 0.71 0.46 0.70 0.45 0.80 0.51 0.80 0.50 0.79 0.52 F = 1.473 B3 = 1.72 1.98 1.75 2,00 1.79 2,05 1.97 2,26 1.99 2.28 2,03 2.32 2,22 2.54 2.23 2.56 2.27 2.60 2.46 2.82 2.48 2.84 2.51 2.87 500 C3 = 1.71 1.96 1.62 1.86 1.44 1.65 1.96 2,24 1.88 2,15 1.72 1.87 2,20 2.53 2,13 2.45 1.99 2.28 2.45 2.81 2.39 2.74 2.26 2.56

    D3 = 0.78 0.90 1.15 1.32 1.60 1.83 0.87 1,00 1.23 1.41 1.66 1.90 0.96 1,10 1.32 1.51 1.73 1.98 1,05 1.20 1.40 1.60 1.80 2,06 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.63 0.43 0.63 0.43 0.61 0.42 0.72 0.46 0.72 0.48 0.71 0.47 0.82 0.50 0.81 0.55 0.80 0.57 0.91 0.61 0.90 0.62 0.90 0.60 F = 1.477

    B3 = 1.93 2,18 1.95 2,20 2,00 2.26 2.20 2.49 2.22 2.51 2.27 2.56 2.47 2.80 2.49 2.82 2.53 2.86 2.75 3,11 2.77 3,13 2.80 3,17 600 C3 = 1.91 2,16 1.81 2,05 1.61 1.82 2,19 2.47 2,10 2.37 1.92 2,17 2.46 2.78 2.38 2.69 2.23 2.52 2.74 3,10 2.67 3,02 2.53 2.85

    D3 = 0.88 0.99 1.29 1.46 1.78 2,02 0.97 1,10 1.38 1.56 1.85 2,09 1,07 1.21 1.47 1.66 1.93 2,18 1.17 1.33 1.56 1.77 2,01 2.27 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.72 0.51 0.71 0.53 0.70 0.52 0.82 0.52 0.81 0.58 0.80 0.60 0.92 0.66 0.92 0.69 0.90 0.66 1,03 0.73 1,02 0.75 1,01 0.72 F = 1.481 B3 = 2,16 2.41 2.18 2.44 2.24 2.50 2.46 2.75 2.49 2.78 2.54 2.83 2.77 3,09 2.79 3,12 2.84 3,17 3,08 3.44 3,10 3.46 3,14 3.50 700 C3 = 2,14 2.39 2,03 2.26 1.80 2,01 2.45 2.73 2.35 2.62 2,15 2.40 2.76 3,08 2.67 2.98 2.49 2.78 3,07 3.42 2.99 3.33 2.83 3,16

    D3 = 0.98 1,10 1.44 1.61 2,00 2.23 1.09 1.22 1.54 1.72 2,07 2.31 1.20 1.34 1.64 1.84 2,16 2.41 1.31 1.47 1.75 1.95 2.25 2.51 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- A3 = 0.81 0.61 0.80 0.63 0.79 0.65 0.93 0.67 0.92 0.69 0.91 0.71 1,04 0.78 1,04 0.79 1,02 0.81 1.16 0.82 1.15 0.86 1.14 0.88 F = 1.484 B3 = 2.42 2.67 2.45 2.70 2.51 2.77 2.76 3,05 2.79 3,08 2.84 3,14 3,10 3.43 3,13 3.45 3,18 3.51 3.45 3.81 3.47 3,83 3.52 3.88 800 C3 = 2.40 2.65 2.27 2.51 2,02 2.23 2.74 3,03 2.63 2.91 2.41 2.66 3,09 3.41 2.99 3.30 2.79 3,08 3.44 3.79 3.35 3.69 3,17 3.50

    D3 = 1.10 1.21 1.62 1.79 2.24 2.47 1.22 1.35 1.73 1.91 2.32 2.56 1.35 1.49 1.84 2,03 2.42 2.67 1.47 1.62 1.96 2,16 2.52 2.78 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- H3 = 0.37 1,22 0.40 1.30 0.42 1.37 0.42 1.39 0.45 1.46 0.47 1.54 0.48 1.56 0.50 1.63 0.52 1.71 0.53 1.73 0.55 1.80 0.57 1.88 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- alle Werte sind charakteristische Werte. Fr die Bemessung der nicht kursiven Werte F = 1.35, Fette Werte nur fr Rahmenabstand 0.61 m

  • H1 TABELLE 19 BELASTUNG DER DACHPFETTEN DURCH PV-UNTERGESTELLE A1, B1, H1 in KN/m 1-Feld l a Schneelastzone 1a / Windlastzone 2 (Winddruck von oben) A1 B1 -------------------------------------------------------------------------------------------------------------