ONLINE-PDF Bedienungsanleitung DIN 1053-100 Bemesswert staendige Auflast max.N1Ed [kN/m] Wichte der Anschuettung gamma_e [kN/m3] Keine Aussteifung durch Querwaende_____________________________________________ $ quer0 Aussteifung durch Querwaende im Abstand b_______________________________________ $ quer1 Teilsicherheit k0 = 1.00 normale Wand ___________________________________________________________ $ 1.0k0 Teilsicherheit k0 = 1.00 kurze Wand (ungetrennte Steine) ____________________________________________ $ 1.0k0 Teilsicherheit k0 = 1.25 Pfeiler __________________________________________________________________ $ 1.25k0 gammaM = 1,50*k0 Normale EW ____________________________________________________ $ 1.50k0 gammaM = 1,35*k0 Normale EW (Sonderfall Vorfertigung) ________________________________ $ 1.35k0 gammaM = 1,30*k0 Aussergewoehnliche EW __________________________________________ $ 1.30k0 Zusatzinfo Fusszeile Vorhaben Position Statische Nachweise Holzbau H.NET Statische Nachweise Beton / Stahlbeton B.NET Statische Nachweise Mauerwerk M.NET INFO Ziegel Anforderungen / Eigenschaften T.NET Tragwerke, Schnittgroessen, Vorbemessung Abminderungsbeiwert eta [-] Verkehrslast p auf Gelaende [kN/m2] Anschuetthoehe he [m] Lichte Geschosshoehe hs [m] Bemesswert staendige Auflast min.N1Ed [kN/m] 0% Lastueberschreitung akzeptiert _______________________________________________________ $ 1.00 3% Lastueberschreitung akzeptiert _______________________________________________________ $ 1.03 5% Lastueberschreitung akzeptiert _______________________________________________________ $ 1.05 Gelaendeoberflaeche waagerecht _______________________________________ $ gwaage Gelaendeoberflaeche ansteigend _______________________________________ $ gsteig Kellerdecke wirkt als Scheibe _______________________________________________ $ scheibe1 Kellerdecke wirkt n i c h t als Scheibe _______________________________________ $ scheibe0 Wanddicke d = 0.240 m _____________________________________________________ $ 0.240d Wanddicke d = 0.300 m _____________________________________________________ $ 0.300d Wanddicke d = 0.365 m _____________________________________________________ $ 0.365d Wanddicke d = 0.425 m _____________________________________________________ $ 0.425d Wanddicke d = 0.490 m _____________________________________________________ $ 0.490d Hinweis: Die Überprüfung der Voraussetzungen für die Anwendung des vereinfachten Verfahrens ist im Dienst integriert ! Wählen Sie bitte hier ein Ziegel-Moertel-System ! SFK = 2, MA = NMI, fk = 0.9 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 4, MA = NMI, fk = 1.2 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 6, MA = NMI, fk = 1.5 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 8, MA = NMI, fk = 1.8 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 10, MA = NMI, fk = 2.2 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 12, MA = NMI, fk = 2.5 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 16, MA = NMI, fk = 2.8 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 20, MA = NMI, fk = 3.1 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 2, MA = NMII, fk = 1.5 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 4, MA = NMII, fk = 2.2 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 6, MA = NMII, fk = 2.8 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 8, MA = NMII, fk = 3.1 N/mm2 ___________________________________________________________________________________________ $ nor SFK = 10, MA = NMII, fk = 3.4 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 12, MA = NMII, fk = 3.7 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 16, MA = NMII, fk = 4.4 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 20, MA = NMII, fk = 5.0 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 28, MA = NMII, fk = 5.6 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 2, MA = NMIIa, fk = 1.5 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 2, MA = NMIIa, fk = 1.8 N/mm2 (Aussenwaende, d >= 300 mm) _________________________________________________________________________ $ nor SFK = 4, MA = NMIIa, fk = 2.5 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 6, MA = NMIIa, fk = 3.1 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 8, MA = NMIIa, fk = 3.7 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 10, MA = NMIIa, fk = 4.4 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 12, MA = NMIIa, fk = 5.0 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 16, MA = NMIIa, fk = 5.5 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 20, MA = NMIIa, fk = 6.0 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 28, MA = NMIIa, fk = 7.2 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 4, MA = NMIII, fk = 2.8 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 6, MA = NMIII, fk = 3.7 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 8, MA = NMIII, fk = 4.4 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 10, MA = NMIII, fk = 5.0 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 12, MA = NMIII, fk = 5.6 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 16, MA = NMIII, fk = 6.6 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 20, MA = NMIII, fk = 7.5 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 28, MA = NMIII, fk = 9.4 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 36, MA = NMIII, fk = 11.0 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 48, MA = NMIII, fk = 12.5 N/mm2 (incl. Zusatzsicherheit Sproedbruch) _______________________________________________________________ $ nor SFK = 60, MA = NMIII, fk = 14.0 N/mm2 (incl. Zusatzsicherheit Sproedbruch) _______________________________________________________________ $ nor SFK = 12, MA = NMIIIa, fk = 6.0 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 16, MA = NMIIIa, fk = 7.7 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 20, MA = NMIIIa, fk = 9.4 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 28, MA = NMIIIa, fk = 11.0 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 36, MA = NMIIIa, fk = 12.5 N/mm2 ____________________________________________________________________________________________ $ nor SFK = 48, MA = NMIIIa, fk = 14.0 N/mm2 (incl. Zusatzsicherheit Sproedbruch) ________________________________________________________________ $ nor SFK = 60, MA = NMIIIa, fk = 15.5 N/mm2 (incl. Zusatzsicherheit Sproedbruch) ________________________________________________________________ $ nor SFK = 2, MA = DM, fk = 1.8 N/mm2 (Vollsteine, Porenbeton, Kalksandstein) ________________________________________________________________ $ nor SFK = 4, MA = DM, fk = 3.4 N/mm2 (Vollsteine, Porenbeton, Kalksandstein) ________________________________________________________________ $ nor SFK = 6, MA = DM, fk = 4.7 N/mm2 (Vollsteine, Porenbeton, Kalksandstein) ________________________________________________________________ $ nor SFK = 8, MA = DM, fk = 6.2 N/mm2 (Vollsteine, Porenbeton, Kalksandstein) ________________________________________________________________ $ nor SFK = 10, MA = DM, fk = 6.6 N/mm2 (Vollsteine, Porenbeton, Kalksandstein) ________________________________________________________________ $ nor SFK = 12, MA = DM, fk = 6.9 N/mm2 (Vollsteine, Porenbeton, Kalksandstein) ________________________________________________________________ $ nor SFK = 16, MA = DM, fk = 8.5 N/mm2 (Vollsteine, Porenbeton, Kalksandstein) ________________________________________________________________ $ nor SFK = 20, MA = DM, fk = 10.0 N/mm2 (Vollsteine, Porenbeton, Kalksandstein) ________________________________________________________________ $ nor SFK = 28, MA = DM, fk = 11.6 N/mm2 (Vollsteine, Porenbeton, Kalksandstein) ________________________________________________________________ $ nor SFK = 4, MA = DM, fk = 2.8 N/mm2 (Kalksand-Lochsteine, Kalksand-Hohlblocksteine) __________________________________________________________ $ nor SFK = 6, MA = DM, fk = 3.7 N/mm2 (Kalksand-Lochsteine, Kalksand-Hohlblocksteine) ________________________________________________________________ $ nor SFK = 8, MA = DM, fk = 4.4 N/mm2 (Kalksand-Lochsteine, Kalksand-Hohlblocksteine) ________________________________________________________________ $ nor SFK = 10, MA = DM, fk = 5.0 N/mm2 (Kalksand-Lochsteine, Kalksand-Hohlblocksteine) ________________________________________________________________ $ nor SFK = 12, MA = DM, fk = 5.6 N/mm2 (Kalksand-Lochsteine, Kalksand-Hohlblocksteine) ________________________________________________________________ $ nor SFK = 16, MA = DM, fk = 6.6 N/mm2 (Kalksand-Lochsteine, Kalksand-Hohlblocksteine) ________________________________________________________________ $ nor SFK = 20, MA = DM, fk = 7.5 N/mm2 (Kalksand-Lochsteine, Kalksand-Hohlblocksteine) ________________________________________________________________ $ nor SFK = 2, MA = LM21, fk = 1.2 N/mm2 (Mauerziegel nach DIN 105) _________________________________________________________________________________ $ nor SFK = 2, MA = LM21, fk = 1.5 N/mm2 _________________________________________________________________________________________________________ $ nor SFK = 4, MA = LM21, fk = 1.5 N/mm2 (Mauerziegel nach DIN 105) _________________________________________________________________________________ $ nor SFK = 4, MA = LM21, fk = 1.5 N/mm2 (Kalksandsteine nach DIN 106, Rohdichte >= 0.9) _______________________________________________________________ $ nor SFK = 4, MA = LM21, fk = 2.2 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 6, MA = LM21, fk = 2.2 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 8, MA = LM21, fk = 2.5 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 10, MA = LM21, fk = 2.7 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 12, MA = LM21, fk = 2.8 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 16, MA = LM21, fk = 2.8 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 20, MA = LM21, fk = 2.8 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 28, MA = LM21, fk = 2.8 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 2, MA = LM36, fk = 1.2 N/mm2 (Mauerziegel nach DIN 105) _________________________________________________________________________________ $ nor SFK = 2, MA = LM36, fk = 1.5 N/mm2 _________________________________________________________________________________________________________ $ nor SFK = 2, MA = LM36, fk = 1.8 N/mm2 (Aussenwaende, d >= 300 mm, nicht fuer Mauerziegel) _________________________________________________________ $ nor SFK = 4, MA = LM36, fk = 2.2 N/mm2 (Mauerziegel nach DIN 105) _________________________________________________________________________________ $ nor SFK = 4, MA = LM36, fk = 2.2 N/mm2 (Kalksandsteine nach DIN 105, Rohdichte >= 0.9) _______________________________________________________________ $ nor SFK = 4, MA = LM36, fk = 2.5 N/mm2 _________________________________________________________________________________________________________ $ nor SFK = 6, MA = LM36, fk = 2.8 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 8, MA = LM36, fk = 3.1 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 10, MA = LM36, fk = 3.3 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 12, MA = LM36, fk = 3.4 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 16, MA = LM36, fk = 3.4 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 20, MA = LM36, fk = 3.4 N/mm2 ________________________________________________________________________________________________________ $ nor SFK = 28, MA = LM36, fk = 3.4 N/mm2 ________________________________________________________________________________________________________ $ nor Username Passwort remote servicelocal service Waehlen Sie bitte hier ein INFO-Thema ! Knowhow Aussenwaende Ziegelmauerwerk _______________________________________ $ kh_uni0008_awa_xxx_01.htm Knowhow Innenwaende Ziegelmauerwerk _______________________________________ $ kh_uni0009_iwa_xxx_01.htm Knowhow Ziegel Anforderungen/Eigenschaften _________________________________________ $ kh_uni0003_alg_xxx_01.htm Knowhow Kurzbezeichnungen _________________________________________________ $ kh_uni0004_bez_xxx_01.htm Knowhow Ziegelformate DF/NF/SF______________________________________________ $ kh_uni0006_for_xxx_01.htm Knowhow Duennbettverfahren __________________________________________________ $ kh_uni0002_dmd_xxx_01.htm Knowhow Mittelbettverfahren __________________________________________________ $ kh_uni0001_mbx_xxx_01.htm Knowhow Lichte Rohbauhoehe 2,694 m, Raster 12,2 _______________________________ $ kh_uni0005_mbx_xxx_01.htm Knowhow Stossfugen ________________________________________________________ $ kh_uni0007_sto_xxx_01.htm Knowhow Wandanschluesse, Stumpfstoesse ____________________________________ $ kh_uni0010_stu_xxx_01.htm Strukturen der Dropdowns auflisten_____________________________________________ $ strukturtex Wählen Sie bitte hier ein Beispiel ! Bsp 1: Kelleraussenwand d = 0.365 m (Nachweis erfuellt) _____________________________________________________________________________________ $ bsp1 Bsp 2: Kelleraussenwand d = 0.240 m (Nachweis erfuellt) _________________________________________________________________________________ $ bsp2 Bsp x: Wie reagiert der Dienst auf Probleme ? _______________________________________________________________________________________________ $ bspprobleme for Home txt << (c) ibhxws Webdienste So benutzen Sie den Webdienst: 1. Parameter eingeben bzw. auswaehlen. Klicken Sie in der Liste auf die gewuenschte Ziegel-Moertel-Kombination. 2. Klicken Sie auf Login / Start Dienst. Das System wird auf dem Remote-Server berechnet und die Ergebnisse im Textfeld angezeigt. 3. Sie koennen auch in der schwarzen Liste ein vordefiniertes Beispiel anklicken. Editieren Sie die Parameter und klicken auf Login / Start Dienst. 4. Ergebnistext markieren und kopieren (STRG+A, STRG+C). 5. 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