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Profile : PU 22


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 109.7 86.1 8740 546 8.93 0.90
Per D 219.5 172.3 59360 2640 16.45 1.79
Per T 329.2 258.4 82060 3025 15.79 2.68
Per m of wall 182.9 143.6 49460 2200 16.45 1.49

*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"