ONLINE-PDF Bedienungsanleitung DIN 1053-100 0% Lastueberschreitung akzeptiert _______________________________________________________ $ 1.00 3% Lastueberschreitung akzeptiert _______________________________________________________ $ 1.03 5% Lastueberschreitung akzeptiert _______________________________________________________ $ 1.05 NEd gegeben _________________________________________________________________ $ nedgeg NEd ermitteln: NEd = 1.35NGk + 1.5NQk __________________________________________ $ ned135 NEd ermitteln: NEd = 1.4(NGk + NQk) _____________________________________________ $ ned140 Faktor k0 = 1.00 normale Wand ___________________________________________________________ $ 1.0k0 Faktor k0 = 1.00 kurze Wand (ungetrennte Steine) ____________________________________________ $ 1.0k0 Faktor 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 Abminderungsbeiwert eta [-] Nachweis am Wandfuss (keine Knickgefahr, PHI2 = 1)_______________________________________ $ wandfuss Nachweis in Wandmitte (Knickgefahr, PHI2 < 1) __________________________________________ $ wandmitte ZusatzinfoFusszeileVorhabenPosition Statische Nachweise HolzbauH.NETStatische Nachweise Beton / StahlbetonB.NET Statische Nachweise MauerwerkM.NETINFOZiegel Anforderungen / EigenschaftenT.NETTragwerke, Schnittgroessen, VorbemessungDicke Abmauerung dab [m][kN/m] bei bmw >= 1 m, [kN] bei bmw < 1mStuetzweite l1 [m]Gebaeudehoehe ueber Gelaende H [m]Verkehrslast Decke p [kN/m2]Lichte Geschosshoehe hs [m]Bemessungswert Gesamteinwirkung NEdAuflagertiefe dde [m]Dicke Wand/Pfeiler dmw [m]Breite Wand/Pfeiler bmw [m] Wand / Pfeiler ist Zwischenauflager _________________________________________________ $ zwischenauf Wand / Pfeiler ist einseitiges Endauflager ____________________________________________ $ endauf Traglastminderung durch Deckenverdrehung _____________________________________________ $ nozentrier Keine Traglastminderung, z.B. Zentrierleisten ____________________________________________ $ zentrier Deckenart Zwischendecke _______________________________________ $ zdeck Deckenart Dachdecke __________________________________________ $ ddeck Innenwand ____________________________________________________ $ iwand Aussenwand einschalig _________________________________________ $ awand1 Aussenwand zweischalig ________________________________________ $ awand2 Haustrennwand zweischalig ________________________________________ $ awand2 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, dmw >= 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, dmw >= 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 UsernamePasswortremote servicelocal service Waehlen Sie bitte ein Knowhow - 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: Pfeiler 0.49 x 0.175 (Wandmitte, Nachweis erfuellt) ______________________________________________________________________________________________ $ bsp1 Bsp 2: Pfeiler EG 1.5 x 0.30 (Wandfuss, Nachweis nicht erfuellt, 1m-Streifen) ___________________________________________________________ $ bsp2 Bsp x: Wie reagiert der Dienst auf Probleme ? _______________________________________________________________________________________________ $ bspprobleme forHometxt<<(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. Ergebnistext in eigene Dateien / Statik einfuegen (STRG+V). 6. Am Ende der Site liegt ein Datensatz, den Sie projektbezogen speichern koennen.