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Embedment depth and base material thickness for the basic loading data.
Mean ultimate resistance, characteristic resistance, design resistance, recommended
loads.
Anchor size
Embedment depth [mm]
Base material thickness [mm]
Mean ultimate resistance
Anchor size
HIS-N
Ru,m
HIS-N
Ru,m
Characteristic resistance: concrete C 20/25 – f
Anchor size
Tensile N
HIS-N
Rk
Shear V
HIS-N
Rk
Design resistance: concrete C 20/25 – f
Anchor size
Tensile N
HIS-N
Rd
Shear V
HIS-N
Rd
Anchor size
Tensile N
HIS-N
rec
Shear V
HIS-N
rec
a) With overall partial safety factor for action
loading and shall be taken from national regulations.
09 / 2014
M8
90
120
a)
: concrete C 20/25 – f
M8
[kN]
26,3
[kN]
13,7
M8
[kN]
25,0
[kN]
13,0
M8
[kN]
16,8
[kN]
10,4
a)
: concrete C 20/25 – f
M8
[kN]
12,0
[kN]
7,4
= 1,4. The partial safety factors for action depend on the type of
These pages are part of the Anchor Fastening Technology Manual issue September 2014
M10
M12
110
125
150
170
= 25 N/mm², anchor HIS-N
for hammer drilling and hollow drill bit
M10
M12
48,3
70,4
24,2
41,0
= 25 N/mm², anchor HIS-N
for hammer drilling and hollow drill bit
M10
M12
46,0
67,0
23,0
39,0
= 25 N/mm², anchor HIS-N
ck,cube
for hammer drilling and hollow drill bit
M10
M12
27,7
33,6
18,4
26,0
= 25 N/mm², anchor HIS-N
ck,cube
for hammer drilling and hollow drill bit
M10
M12
19,8
24,0
13,1
18,6
Hilti HIT-RE 500 mortar
with HIS-(R)N sleeve
M16
M20
170
205
230
270
M16
M20
123,9
114,5
62,0
57,8
M16
M20
111,9
109,0
59,0
55,0
M16
M20
53,3
70,6
39,3
36,7
M16
M20
38,1
50,4
28,1
26,2
577
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