Build_08_05_04
Bemerkungen zur aktuellen Position:
0% Lastueberschreitung akzeptiert _______________________________________________________ $ 1.00
3% Lastueberschreitung akzeptiert _______________________________________________________ $ 1.03
5% Lastueberschreitung akzeptiert _______________________________________________________ $ 1.05
Waehlen Sie bitte hier ein Ziegelsystem !
SFK = 20, MA = NMI, sigma0 = 1.0 ___________________________________________________ $ 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 = 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 = 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 = 6, MA = dDM, sigma0 = 1.1 (Zulassungsziegel) ___________________________________________________ $ zul
SFK = 8, MA = dDM, sigma0 = 0.9 (Zulassungsziegel) ___________________________________________________ $ zul
SFK = 8, MA = dDM, sigma0 = 1.2 (Zulassungsziegel) ___________________________________________________ $ zul
SFK = 10, MA = dDM, sigma0 = 1.1 (Zulassungsziegel) ___________________________________________________ $ zul
SFK = 12, MA = dDM, sigma0 = 1.2 (Zulassungsziegel) ___________________________________________________ $ zul
SFK = 6, MA = MB, sigma0 = 0.9 (Zulassungsziegel) ____________________________________ $ zul
SFK = 8, MA = MB, sigma0 = 1.0 (Zulassungsziegel) ____________________________________ $ zul
SFK = 12, MA = MB, sigma0 = 1.8 (Zulassungsziegel) ____________________________________ $ zul
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 = 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
Anschuetthoehe he = 1.00 m ___________________________________________________________________ $ 1
Anschuetthoehe he = 1.10 m ___________________________________________________________________ $ 1,1
Anschuetthoehe he = 1.20 m ___________________________________________________________________ $ 1,2
Anschuetthoehe he = 1.30 m ___________________________________________________________________ $ 1,3
Anschuetthoehe he = 1.40 m ___________________________________________________________________ $ 1,4
Anschuetthoehe he = 1.50 m ___________________________________________________________________ $ 1,5
Anschuetthoehe he = 1.60 m ___________________________________________________________________ $ 1,6
Anschuetthoehe he = 1.70 m ___________________________________________________________________ $ 1,7
Anschuetthoehe he = 1.80 m ___________________________________________________________________ $ 1,8
Anschuetthoehe he = 1.90 m ___________________________________________________________________ $ 1,9
Anschuetthoehe he = 2.00 m ___________________________________________________________________ $ 2
Anschuetthoehe he = 2.10 m ___________________________________________________________________ $ 2,1
Anschuetthoehe he = 2.20 m ___________________________________________________________________ $ 2,2
Anschuetthoehe he = 2.30 m ___________________________________________________________________ $ 2,3
Anschuetthoehe he = 2.40 m ___________________________________________________________________ $ 2,4
Anschuetthoehe he = 2.50 m ___________________________________________________________________ $ 2,5
Anschuetthoehe he = 2.60 m ___________________________________________________________________ $ 2,6
Lichte Kellerhoehe hs = 2.26 m ___________________________________________________________________ $ h226
Lichte Kellerhoehe hs = 2.63 m ___________________________________________________________________ $ h263
Wanddicke d = 0.240 m ___________________________________________________________________ $ 240d
Wanddicke d = 0.300 m ___________________________________________________________________ $ 300d
Wanddicke d = 0.365 m ___________________________________________________________________ $ 365d
Wanddicke d = 0.425 m ___________________________________________________________________ $ 425d
Wanddicke d = 0.490 m ___________________________________________________________________ $ 490d
Boeschungswinkel Gelaende beta = 0 grad ___________________________________________________________________ $ b00
Boeschungswinkel Gelaende beta = 30 grad ___________________________________________________________________ $ b30
Verkehrslast auf Erdreich p = 1.50 kN/m2 ___________________________________________________________________ $ p15
Verkehrslast auf Erdreich p = 5.00 kN/m2 ___________________________________________________________________ $ p5
Orig. No Translation
Webdienste Stahlbeton
ONLINE-PDF
Zusatzinfo
Fusszeile
Bauvorhaben
B.NET
Webdienste Stahlbau
S.NET
Webdienste Mauerwerk
M.NET
H.NET
Webdienste Holzbau
Staendige Last N0 [kN/m]
Username
Passwort
remote service
local service
(c)ibhxws Subdienste
Strukturen der Dropdowns, mit Kennung _______________________________________________________________________ $ strukturtex
Strukturen der Dropdowns, ohne Kennung ______________________________________________________________________ $ strukturtex1
Strukturen der Dropdowns, fuer Uebersetzung ___________________________________________________________________ $ strukturtwi
Daten Uebersetzung, Sprache 1 + Sprache 2 _______________________________________________________________________ $ viewall
Daten Uebersetzung, Sprache 1 + 1dummy _______________________________________________________________________ $ view1dummy
Daten Uebersetzung, Sprache 1 + 2dummy _______________________________________________________________________ $ view2dummy
Daten Uebersetzung, Sprache 1 _________________________________________________________________________________ $ viewblank
Waehlen Sie bitte hier ein Beispiel !
Bsp 1: Kelleraussenwand nach HAMMES d = 365 mm, he = 2.30 m, hs = 2.26 m (Nachweis erfuellt) ________________________________________________________________________________________________________________ $ bsp1
Bsp x: Wie reagiert der Dienst auf Probleme ? _________________________________________________________________________________________________________________ $ bspprobleme
for
Home
txt
Pos.
<<
Daten eingeben, Webdienst starten !