Profile : PU 18

U sectionsPreview

Download Autocad DWG or DXF file.

  Sectional
area
Mass
 per m
Moment
of inertia
Elastic
section
modulus
Radius
of
gyration
Coating
area*
cm2  kg/m cm4  cm3  cm m2/m
Per S 98.0 76.9 7220 484 8.58 0.87
Per D 196.0 153.8 46380 2160 15.38 1.72
Per T 294.0 230.7 64240 2495 14.78 2.58
Per m of wall 163.3 128.2 38650 1800 15.38 1.43

*One side, excluding inside of interlocks
S = Single pile: considered neutral axis y'-y'
D = Double pile: considered neutral axis y-y
T = Triple pile: considered neutral axis y"-y"