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European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Table C1: Continued
Size
Setting position
Effective
h
ef
anchorage depth
Pullout failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Characteristic resistance in concrete C20/25
Increasing factor
C30/37
concrete
C40/50
strength
C50/60
c
Concrete cone and splitting failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Installation
inst
safety factor
k
=k
1
Factor
k
=k
1
Spacing
s
cr,N
Edge distance
c
cr,N
HSL4, HSL4-G, HSL4-B, HSL4-SK
Spacing
s
cr,sp
(splitting)
Edge distance
c
cr,sp
(splitting)
1)
Pull-out failure is not decisive for design.
Hilti heavy duty anchor HSL4
Performances
Characteristic resistance under tension load
M8
[mm] 60 80 100 70 90 110 80 105 130 100 125 150 125 155 185 150 180 210
[-]
[-]
[-]
[-]
[-]
ucr,N
[-]
cr,N
[mm]
[mm]
[mm] 230 320 400 270 360 550 300 420 520 380 570 680 480 710 850 570 900 1050
[mm] 115 160 200 135 180 275 150 210 260 190 285 340 240 355 425 285 450 525
M10
M12
1,22
1,41
1,55
1,0
11,0
7,7
3∙h
ef
1,5∙h
ef
Page 16 of 29 | 0 3 / 0 6 / 2 0 2 1
M16
M20
Annex C2
M24
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