ETA_19-0556_HSL-4_03-06-2021

European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Page 16 of 29 | 03/06/2021
Hilti heavy duty anchor HSL4
Annex C2
Table C1: Continued
1)
Pull-out failure is not decisive for design.
Size
M8
M10
M12
M16
M20
M24
Setting position


















Effective
anchorage depth
h
ef
[mm]
60
80
100
70
90
110
80
105
130
100
125
150
125
155
185
150
180
210
Pullout failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Characteristic resistance in concrete C20/25
Increasing factor
concrete
strength

c
C30/37
[-]
1,22
C40/50
[-]
1,41
C50/60
[-]
1,55
Concrete cone and splitting failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Installation
safety factor

inst
[-]
1,0
Factor
k
1
=k
ucr,N
[-]
11,0
k
1
=k
cr,N
[-]
7,7
Spacing
s
cr,N
[mm]
3∙h
ef
Edge distance
c
cr,N
[mm]
1,5∙h
ef
HSL4, HSL4-G, HSL4-B, HSL4-SK
Spacing
(splitting)
s
cr,sp
[mm]
230
320
400
270
360
550
300
420
520
380
570
680
480
710
850
570
900
1050
Edge distance
(splitting)
c
cr,sp
[mm]
115
160
200
135
180
275
150
210
260
190
285
340
240
355
425
285
450
525
Performances
Characteristic resistance under tension load