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X-EDNK22 THQ12,
X-EDN19 THQ12
Load data
Design data
Recommended loads
Sheeting thickness Trapezoidal profile
tI [mm] Nrec [kN] Vrec [kN]
0.63 1.10 1.50
0.75 1.20 1.70
0.88 1.50 2.00
1.00 2.00 2.20
1.25 2.50 2.50
1.50 2.50 2.50
• Recommended loads valid for steel sheet with minimum tensile strength ≥ 360 N/mm 2 .
• For intermediate sheet thicknesses, use recommended load for next smaller thickness.
• Recommended loads include safety factor 3.0 applied to characteristic (NRk and VRk) and are appropriate for
Eurocode 1 (or similar) wind loading designs.
• For base steel thickness, tll = 3–4 mm, reduce all recommended loads to 0.9 kN.
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.
X-EDNK22
Characteristic tension loads Mean ultimate shear loads
Pull-out (base material) Pull-over (sheeting) Base steel Sheeting
tIl [mm] fu [MPa] Ntest,k [kN] tI [mm] Ntest,k [kN] tIl [mm] tI [mm] Qf [kN (lb)]
3.0 390 5.49 0.75 4.56 3.0 0.75 5.78 (1298)
6.0 440 15.52 1.0 8.18 4.5 1.5 13.35 (3000)
X-EDN19
Characteristic tension loads Mean ultimate shear loads
Pull-out (base material) Pull-over (sheeting) Base steel Sheeting
tIl [mm] fu [MPa] Ntest,k [kN] tI [mm] Ntest,k [kN] tIl [mm] tI [mm] Qf [kN (lb)]
4.0 460 8.26 0.75 4.18 4.5 0.75 6.61 (1486)
10.0 450 12.76 1.0 8.76 8.0 1.5 12.74 (3862)
4.36 11 / 2007