International Catalogue

Rebar connections
LOADS
Injection system FIS V, FIS VS and FIS EM with Rebars from steel type BSt 500 S 5)
Design resistant loads and permissible tensile loads 1) 6) of a single post-installed Rebar in concrete C20/25 2) .
For the design and planning the complete approval ETA - 09/0089 and ETA - 08/0266 have to be considered.
Cracked or Non-cracked concrete
Rebar Basic anchorage length 4)
for FIS V, FIS VS
Basic anchorage length 4)
for FIS EM
Max. permissible
embedment depth
Max. design resistance
for tensile load
Max. permissible
tensile load
l b,rqd l b,rqd max l v
3)
N Rd,s
3)
N perm,s
[mm] [mm] [mm] [kN] [kN]
Ø 8 mm 378 378 1800 21,9 15,6
Ø 10 mm 473 473 1800 34,1 24,4
Ø 12 mm 567 567 1800 49,2 35,1
Ø 14 mm 662 662 1800 66,9 47,8
Ø 16 mm 756 756 1800 87,4 62,4
Ø 20 mm 945 945 1800 136,6 97,6
Ø 25 mm 1181 1181 2000 213,4 152,4
Ø 28 mm 1323 1323 2000 267,7 191,2
Ø 32 mm - 1512 2000 349,7 249,8
Ø 36 mm - 1701 2000 442,6 316,1
Ø 40 mm - 1890 2000 546,4 390,3
1)
The partial safety factors for material resistance as regulated in the European Standard EN 1992-
1-1 as well as a partial safety factor for load actions of L = 1,4 are considered.
2)
The ETA-approvals for FIS V and FIS EM allow post-installed rebar connections in concrete C12/15
up to C50/60. When using another concrete strength class the given basic anchorage length will
change.
3)
When using the full steel capacity.
4)
Basic anchorage length" according EN 1992-1-1, chapter 8.4.3 for concrete strength class
C20/25 for "good bond conditions"
5)
Rebars with a characteristic yield strength f yk = 400 - 600 N/mm² according EN 1992-1-1
Annex C,Table C.1 and C.2N are permitted. When using an other steel quality the given basic
anchorage length as well as the steel capacity (see foot note 3) will change.
6)
Fixations with post-installed rebars with FIS V and FIS EM are permitted in dry and wet concrete
for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and best possible
drillhole cleaning according approval.
7)
For determination of the installation measures (minimum concrete cover, spacings e.g.) as well
as an eventually required transverse reinforcement see EN 1992-1-1 and the general instruction
rules of the approvals.
Chemical fixings
LOADS
Injection system FIS V, FIS VS and FIS EM with Rebar anchor FRA 5)
Highest permissible tensile loads 1) 6) for a single Rebar anchor in concrete C20/25 2) .
For the design and planning the complete approvals ETA - 09/0089 and ETA - 08/0266 have to be considered.
Type
Cracked or Non-cracked concrete
Basic
Max. effective
Max.
Installation torque Max. design resistance Max. permissible
anchorage length 4) embedment depth embedment depth
for tensile load tensile load
l b,rqd max l v max l e,ges T inst
3)
N Rd,s
3)
N zul,s
[mm] [mm] [mm] [Nm] [kN] [kN]
FRA 12/900 M12 567 800 900 50,0 49,2 35,1
FRA 16/1100 M16 756 1000 1100 100,0 87,4 62,4
FRA 20/1400 M20 945 1300 1400 150,0 136,6 97,6
1)
The partial safety factors for material resistance as regulated in the European Standard EN 1992-
5)
Reinforcement bar BSt 500 S according EN 1992-1-1 Annex C,Table C.1 and C.2N.
1-1 as well as a partial safety factor for load actions of L = 1,4 are considered.
6)
Fixations with post-installed Rebars anchors FRA with FIS V and FIS EM are permitted in dry and
2)
The ETA-approvals for FIS V and FIS EM allow post-installed rebar connections in concrete C12/15 wet concrete for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and
up to C50/60. When using another concrete strength class the given basic anchorage length will best possible drillhole cleaning according approval.
change.
7)
For determination of the installation measures (minimum concrete cover, spacings e.g.) as well
3)
When using the full steel capacity.
as an eventually required transverse reinforcement see EN 1992-1-1 and the general instruction
4)
Basic anchorage length according EN 1992-1-1, chapter 8.4.3 for concrete strength class C20/25 rules of the approvals.
for „good bond conditions“
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