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X-EM / X-EW
Load data
Design data
Recommended loads
Fastener Shank
designation ds x Ls [mm] Nrec [kN] Vrec [kN] Mrec [kN]
X-EM6H, X-EW6H, X-EF7H 3.7 x 8.5 1.6 1.6 5.0
X-EM8H, X-EM10H 4.5 x 12.0 2.4 2.4 9.0
X-EW10H-30-14 5.2 x 15.0 3.0 3.0 14.0
Conditions
• Predominantly static loading.
• Strength of fastened material must be considered.
• Observance of all application limitations and recommendations.
• The recommended loads in the table refer to the resistance of the shank cross-section.
The loads acting on the cross-section (N' and V') are influenced by the characteristics
and arrangement of the part or material fastened and may not be the same
as the loads acting on the fastened part or material (N and V).
• The existence and/or magnitude of moment acting on the fastener shank (M') is
influenced by the characteristics and arrangement of the fastened part or material.
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. For more
detailed information please contact Hilti.
4.54 11 / 2007
N'
Characteristic Embedment Steel Steel
pull-out load depth thickness strength
NRk [kN] hET [mm] tIl [mm] fu [N/mm 2 ]
X-EM6H (DX 460) 8.9 9.3 4 376
14.9 8.2 20 576
X-EM8H (DX 460) 18.4 13.4 6 391
19.3 10.8 20 570
X-EW10H-30-14 P10 (DX 600N) 24.4 13.5 6 698
12.0 10.9 20 695
V'
M'