Hilti HIT-RE 500 V4 Mode D'emploi page 59

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European technical assessment E T A - 2 0 / 0 5 4 1
English translation prepared by CSTB
Table C32: Essential characteristics for internally threaded sleeve HIS-(R)N under
shear load for seismic category C1 in concrete
HIS-(R)N, size
For a working life of 50 and 100 years
Annular gap factor without Hilti Filling Set 
Steel failure without lever arm
Characteristic resistance HIS-N
Screw acc. to SAE J429 Grade 5 or
ASTM A325 (1/2 in. to 3/4 in.)
Characteristic resistance HIS-N
Screw acc. to ASTM A193 Grade B7
Characteristic resistance HIS-RN
Screw acc. to ASTM A193 Grade B8M
(AISI 316)
Characteristic resistance HIS-RN
Screw acc. to ASTM A193 Grade B8T
(AISI 321)
Table C33: Essential characteristics for Hilti Tension anchor HZA / HZA-R under
shear load for seismic category C1 in concrete
HZA / HZA-R
For a working life of 50 and 100 years
Annular gap factor without Hilti Filling Set 
Steel failure without lever arm
Characteristic resistance HZA
Characteristic resistance HZA-R
1)
No performance assessed.
Table C34: Essential characteristics for reinforcing bars (rebars) under shear load
for seismic category C1 in concrete
Reinforcing bar (rebar)
For a working life of 50 and 100 years
Steel failure without lever arm
Characteristic resistance
Characteristic resistance Rebar
B500B acc. to DIN 488:2009-08
1)
f
according to rebar specification.
uk
2)
Values need to be calculated acc. EAD 330499-01, Eq. 2.1, if rebars do not fulfil the requirements acc. DIN 488.
Injection system Hilti HIT-RE 500 V4
Performance
Essential characteristics under shear load for seismic performance category C1 in
concrete
[in.]
[-]
gap
V
[kN]
Rk,s,C1
V
[kN]
Rk,s,C1
V
[kN]
Rk,s,C1
V
[kN]
Rk,s,C1
[-]
gap
V
[kN]
Rk,s,C1
V
[kN]
Rk,s,C1
10 12 14 16 18 20 24 25 28 30 32
V
[kN]
Rk,s,C1
V
[kN] 15
Rk,s,C1
2)
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3/8
1/2
0,5
14
27
15
28
13
24
15
28
M12
M16
M20
0,5
23
43
67
31
55
86
0,35 · A
22
30
39
49
60
5/8
3/4
42
45
44
45
39
65
44
65
M24
M27
97
126
1)
124
1)
· f
s
uk
87
95
118 136 155
Annex C35

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