Sheet Type 'w' Width (m) 't' pan thickness (mm) 's' web thickness (mm) 'd' pan depth (mm) 'p' pan width (mm) Cross section area (cm2/m) Weight (single pile) Weight (kg/m2) Permissable working stress (N/mm2) Section Modulus (cm3/m) Moment of Inertia (cm4/m) Maximum bending moment (kNm/m)
PU12 0.6 9.8 9.0 360 258 140 66.1 110.1 200 1200 21600 240
PU18-1 0.6 10.2 8.4 430 269 154 72.6 121.0 200 1670 35950 334
PU22-1 0.6 11.1 9.0 450 297 174 81.9 136.5 200 2060 46380 371
PU22+1 0.6 13.1 10 450 297 192 90.4 150.7 200 2335 52510 467
PU28-1 0.6 14.2 9.7 452 339 207 97.4 162.3 200 2680 60580 536

Corner Sections

Corner Pile Weight (kg/m) 't' thickness (mm) Steel Grade Permissible working stress (N/mm2)
Omega 18 18.0 8 S270 200
C14 14.4 10 S270 200
Delta 13 13.1 8 S270 200
C9 9.3 10 S270 200

FAQs

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