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NPH
Load data
Design data
Recommended loads
Sheeting thickness Trapezoidal profile Liner trays
tI [mm] (symmetric (asymmetric)
nominal minimum Nrec [kN] Vrec [kN] Nrec [kN] Vrec [kN]
0.75 0.65 1.80 1.20 1.30 1.20
0.88 0.77 2.10 1.50 1.50 1.50
1.00 0.89 2.40 1.80 1.70 1.80
1.13 1.02 2.70 2.20 1.90 2.20
1.25 1.13 3.00 2.50 2.10 2.50
1.50 1.36 3.00 3.00 2.50 3.00
1.75 1.60 3.00 3.00 2.50 3.00
2.00 1.84 3.00 3.00 2.50 3.00
• Recommended working loads valid for steel sheets with a minimum tensile strength of ≥ 360 N/mm 2 .
• For intermediate sheet thicknesses, use recommended load for next smaller thickness.
• Recommended loads are appropriate for EC1 (or similar) wind loading designs.
• The safety factor included is at least 2.0 applied to the static 5 % fractile value and 1.3 to the cyclic (5000
cycles) 5 % fractile value
Test data
Important note: Test data are for information only and can't be used for design. These data
are examples and not representing the whole range of applications and load cases. Recommended
loads are in conjunction with allowable sheet thicknesses and overlap types. For
more detailed information please contact Hilti.
Characteristic tensile load Characteristic shear load
Pull-out (concrete) Pull-over (sheeting) Concrete Sheeting
fcc [MPa] Ntest,k [kN] tI [mm] Ntest,k [kN] fcc [MPa] tI [mm] Vu, m [kN]
28.1 10.46 0.75 7.80 39.0 2 x 1.25 12.8
63.2 9.50 1.00 8.99 56.0 2 x 1.25 13.4
Application Requirements
1.25 10.29
Thickness of base material
Minimum thickness of concrete member hmin = 160 mm
4.22 11 / 2007