ONLINE-PDF Zusatzinfo Fusszeile Vorhaben Position First H ueber Gelaende [m] Wählen Sie bitte hier ein Ziegelsystem ! SFK = 2, MA = NMI, sigma0 = 0.3 ___________________________________________________ $ nor SFK = 4, MA = NMI, sigma0 = 0.4 ___________________________________________________ $ nor SFK = 6, MA = NMI, sigma0 = 0.5 ___________________________________________________ $ nor SFK = 8, MA = NMI, sigma0 = 0.6 ___________________________________________________ $ nor SFK = 12, MA = NMI, sigma0 = 0.8 ___________________________________________________ $ nor SFK = 20, MA = NMI, sigma0 = 1.0 ___________________________________________________ $ nor SFK = 2, MA = NMII, sigma0 = 0.5 ___________________________________________________ $ nor SFK = 4, MA = NMII, sigma0 = 0.7 ___________________________________________________ $ nor SFK = 6, MA = NMII, sigma0 = 0.9 ___________________________________________________ $ nor SFK = 8, MA = NMII, sigma0 = 1.0 ___________________________________________________ $ nor SFK = 12, MA = NMII, sigma0 = 1.2 ___________________________________________________ $ nor SFK = 20, MA = NMII, sigma0 = 1.6 ___________________________________________________ $ nor SFK = 28, MA = NMII, sigma0 = 1.8 ___________________________________________________ $ nor SFK = 2, MA = NMIIa, sigma0 = 0.5 ___________________________________________________ $ nor SFK = 2, MA = NMIIa, sigma0 = 0.6 ___________________________________________________ $ nor SFK = 4, MA = NMIIa, sigma0 = 0.8 ___________________________________________________ $ nor SFK = 6, MA = NMIIa, sigma0 = 1.0 ___________________________________________________ $ nor SFK = 8, MA = NMIIa, sigma0 = 1.2 ___________________________________________________ $ nor SFK = 12, MA = NMIIa, sigma0 = 1.6 ___________________________________________________ $ nor SFK = 20, MA = NMIIa, sigma0 = 1.9 ___________________________________________________ $ nor SFK = 28, MA = NMIIa, sigma0 = 2.3 ___________________________________________________ $ nor SFK = 4, MA = NMIII, sigma0 = 0.9 ________________________________________________ $ nor SFK = 6, MA = NMIII, sigma0 = 1.1 (Zulassungsziegel) ________________________________ $ zul SFK = 6, MA = NMIII, sigma0 = 1.2 ________________________________________________ $ nor SFK = 8, MA = NMIII, sigma0 = 1.0 (Zulassungsziegel) ________________________________ $ zul SFK = 8, MA = NMIII, sigma0 = 1.1 (Zulassungsziegel) ________________________________ $ zul SFK = 8, MA = NMIII, sigma0 = 1.2 (Zulassungsziegel) ________________________________ $ zul SFK = 8, MA = NMIII, sigma0 = 1.3 (Zulassungsziegel) ________________________________ $ zul SFK = 8, MA = NMIII, sigma0 = 1.4 ________________________________________________ $ nor SFK = 10, MA = NMIII, sigma0 = 1.0 (Zulassungsziegel) ________________________________ $ zul SFK = 12, MA = NMIII, sigma0 = 1.4 (Zulassungsziegel) ________________________________ $ zul SFK = 12, MA = NMIII, sigma0 = 1.6 (Zulassungsziegel) ________________________________ $ zul SFK = 12, MA = NMIII, sigma0 = 1.8 ___________________________________________________ $ nor SFK = 20, MA = NMIII, sigma0 = 2.4 ___________________________________________________ $ nor SFK = 28, MA = NMIII, sigma0 = 3.0 ___________________________________________________ $ nor SFK = 36, MA = NMIII, sigma0 = 3.5 ___________________________________________________ $ nor SFK = 48, MA = NMIII, sigma0 = 4.0 ___________________________________________________ $ nor SFK = 60, MA = NMIII, sigma0 = 4.5 ___________________________________________________ $ nor SFK = 12, MA = NMIIIa, sigma0 = 1.9 ___________________________________________________ $ nor SFK = 20, MA = NMIIIa, sigma0 = 3.0 ___________________________________________________ $ nor SFK = 28, MA = NMIIIa, sigma0 = 3.5 ___________________________________________________ $ nor SFK = 36, MA = NMIIIa, sigma0 = 4.0 ___________________________________________________ $ nor SFK = 48, MA = NMIIIa, sigma0 = 4.5 ___________________________________________________ $ nor SFK = 60, MA = NMIIIa, sigma0 = 5.0 ___________________________________________________ $ nor SFK = 2, MA = DM, sigma0 = 0.6 ___________________________________________________ $ nor SFK = 4, MA = DM, sigma0 = 1.1 ___________________________________________________ $ nor SFK = 6, MA = DM, sigma0 = 1.5 ___________________________________________________ $ nor SFK = 8, MA = DM, sigma0 = 2.0 ___________________________________________________ $ nor SFK = 12, MA = DM, sigma0 = 2.2 ___________________________________________________ $ nor SFK = 20, MA = DM, sigma0 = 3.2 ___________________________________________________ $ nor SFK = 28, MA = DM, sigma0 = 3.7 ___________________________________________________ $ nor SFK = 2, MA = dDM, sigma0 = 0.6 ___________________________________________________ $ nor SFK = 4, MA = dDM, sigma0 = 0.6 (Zulassungsziegel) ___________________________________________________ $ zul SFK = 4, MA = dDM, sigma0 = 1.1 ___________________________________________________ $ nor SFK = 6, MA = dDM, sigma0 = 0.8 (Zulassungsziegel) ___________________________________________________ $ zul SFK = 6, MA = dDM, sigma0 = 1.1 (Zulassungsziegel) ___________________________________________________ $ zul SFK = 6, MA = dDM, sigma0 = 1.5 ___________________________________________________ $ nor SFK = 8, MA = dDM, sigma0 = 0.8 (Zulassungsziegel) ___________________________________________________ $ zul SFK = 8, MA = dDM, sigma0 = 1.2 (Zulassungsziegel) ___________________________________________________ $ zul SFK = 8, MA = dDM, sigma0 = 2.0 ___________________________________________________ $ nor SFK = 10, MA = dDM, sigma0 = 1.1 (Zulassungsziegel) ___________________________________________________ $ zul SFK = 12, MA = dDM, sigma0 = 1.2 (Zulassungsziegel) ___________________________________________________ $ zul SFK = 12, MA = dDM, sigma0 = 2.2 ___________________________________________________ $ nor SFK = 20, MA = dDM, sigma0 = 3.2 ___________________________________________________ $ nor SFK = 28, MA = dDM, sigma0 = 3.7 ___________________________________________________ $ nor SFK = 2, MA = LM21, sigma0 = 0.4 ___________________________________________________ $ nor SFK = 2, MA = LM21, sigma0 = 0.5 ___________________________________________________ $ nor SFK = 4, MA = LM21, sigma0 = 0.5 ___________________________________________________ $ nor SFK = 4, MA = LM21, sigma0 = 0.7 ___________________________________________________ $ nor SFK = 6, MA = LM21, sigma0 = 0.7 ___________________________________________________ $ nor SFK = 8, MA = LM21, sigma0 = 0.8 ___________________________________________________ $ nor SFK = 12, MA = LM21, sigma0 = 0.9 ___________________________________________________ $ nor SFK = 20, MA = LM21, sigma0 = 0.9 ___________________________________________________ $ nor SFK = 28, MA = LM21, sigma0 = 0.9 ___________________________________________________ $ nor SFK = 2, MA = LM36, sigma0 = 0.4 ___________________________________________________ $ nor SFK = 2, MA = LM36, sigma0 = 0.5 ___________________________________________________ $ nor SFK = 2, MA = LM36, sigma0 = 0.6 ___________________________________________________ $ nor SFK = 4, MA = LM36, sigma0 = 0.7 ___________________________________________________ $ nor SFK = 4, MA = LM36, sigma0 = 0.8 ___________________________________________________ $ nor SFK = 6, MA = LM36, sigma0 = 0.9 ___________________________________________________ $ nor SFK = 8, MA = LM36, sigma0 = 1.0 ___________________________________________________ $ nor SFK = 12, MA = LM36, sigma0 = 1.1 ___________________________________________________ $ nor SFK = 20, MA = LM36, sigma0 = 1.1 ___________________________________________________ $ nor SFK = 28, MA = LM36, sigma0 = 1.1 ___________________________________________________ $ nor (sichere Seite für nichttragende Wandfläche)Alle Maße sind naeherungsweise System-Maße.Hinweis:Hoehe Drempel hd [m]Gesamthoehe h [m]Gesamtbreite b [m] Wanddicke d [m] = 0.115 _____________________________________________ $ 115 Wanddicke d [m] = 0.175 _____________________________________________ $ 175 Wanddicke d [m] = 0.240 _____________________________________________ $ 240 Wanddicke d [m] >= 0.300 _____________________________________________ $ 300 Giebelwand Variante 1 _______________________________________________ $ v1 Giebelwand Variante 2 _______________________________________________ $ v2 Giebelwand Variante 3 _______________________________________________ $ v3 Giebelwand Variante 4 _______________________________________________ $ v4 unipor Online-Suchmaschine ZiegelM801uniunipor Online-Suchmaschine WandsystemeK300uniNichttragende Aussenwaende nach DIN 1053-1M950INFOZiegel Anforderungen / EigenschaftenM951Nichttragende Aussenwaende nach KIRTSCHIGUsernamePasswortremote servicelocal service Waehlen Sie bitte Knowhow bzw. Subdienste ! 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: Kehlbalkendach (Nachweis Flaechen A1, A2 und A3 erfuellt) _____________________________________________________________________________________________ $ bsp1 Bsp 2: Pfettendach (Nachweis Flaechen A1 und A2 erfuellt) _________________________________________________________________________________________ $ bsp2 Bsp 3: Sparrendach (Nachweis Flaeche A1 n i c h t erfuellt) _____________________________________________________________________________________________ $ bsp3 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.