0 Contents - Hilti Svenska AB

X-M6, X-W6, X-F7, X-M8,
X-M10, X-W10
Load data
Design data
Recommended loads
Shank diameter
Fastener designation ds [mm] Nrec [kN] Vrec [kN] Mrec [Nm]
X-M6/W6, F7 3.7 0.4 0.4 4.9
X-M8, X-M10, X-W10 4.5 0.4 0.4 8.8
W10 5.2 0.4 0.4 13.6
Arrangements to prevent moment on shank:
Coupler tight against concrete
Z
N
V
Non-symmetric arrangement
• Moment on fastened part
• Prying effect must be considered in determining
loads acting on fastener
Conditions
• Minimum 5 fastenings per fastened unit (normal weight concrete)
• Can increase Nrec and Vrec to 0.6 kN for 8 or more fastenings per fastened
unit.
• All visible failures must be replaced.
• With lightweight concrete base material and greater loading may be possible,
inquire at Hilti.
• Predominantly static loading.
• Observance of all application limitations and recommendations.
N'
V'
M'
• 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.
4.146 11 / 2007
Z1
V
Z2
N
Z3