Bartmann Total Solutions in Steel Buildings - Casa Mondiale - CH-6745 Giornico / TI - Switzerland
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Bezeichnung: 142C18

Artikel-Nr.: 49

Trägheitsmomente Schubmittelpunkt Schwerpunkt Torsions-
wider-
stand
Fläche
ly
[cm4]
ly,efB
[cm4]
lz
[cm4]
yM
[mm]
zm
[mm]
zs
[mm]
zs,efB
[mm]
ys
[mm]
ys,efB
[mm]
lT
[cm4]
AefB
[mm²]
AefD
[mm²]
156,89 142,25 22,22 -25,60 70,10 70,10 72,80 16,70 15,80 0,0507 472 333

Trägheitsradius Widerstands-
moment
min.
Widerstands-
moment
Biege-
moment
Wölb-
wider-
stand
iy
[cm]
iZ
[cm]
iy,efB
[cm]
Wy
[cm³]
Wy,ef
[cm³]
Wz
[cm³]
Wz,ef
[cm³]
My,ef
[kNm]
Cm
[cm6]
5,65 2,13 5,49 22,10 20,07 5,37 4,76 7,03 861,33