International Catalogue

Frame fixing SXR
LOADS
Frame fixing SXR 4)
Highest permissible loads 1) for a single anchor for multiple fixings of facades in normal concrete ≥ C12/15 resp. ≥ B15.
For the design the complete approval Z-21.2-1862 has to be considered.
Cracked or Non-cracked concrete
Type Min. embedment depth Min. member thickness Permissible load Min. spacing Min. edge distance
h nom (h v ) h (d) F perm
3)
s min (a) 2) c min (a r ) 2)
[mm] [mm] [kN] [mm] [mm]
SXR 8 50 100 0,5 100 50
SXR 10 50 100 1,6 100 50
1)
The required safety factors as regulated in the approval are considered.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
Valid for tensile load, shear load and oblique load under any angle. Restrictions for permanently
acting tensile loads see approval. For combinations of tensile loads, shear loads, bending
moments see approval table 4.
LOADS
Type
4)
gvz and A4. For exterior applications of galvanised screws measures against incoming humidity
have to be taken.
Frame fixing SXR 4)
Highest permissible loads 1) for a single anchor for multiple fixings of non-structural applications in normal concrete ≥ C12/15 resp. ≥
B15. For the design the complete approval ETA-07/0121 has to be considered.
Cracked or Non-cracked concrete
Min.
Min.
Permissible
Permissible
Min. spacing Min. edge distance
embedment depth member thickness tensile load
shear load
h nom (h v ) h min
6)
N perm
6)
V perm
2)
s min
2)
c min
[mm] [mm] [kN] [mm] [mm]
SXR 8 50 100 1,0 4,2 (3,4) 5) 50 50
SXR 10 50 100 1,8 5,4 (5,0) 5) 50 100
1)
The required partial safety factors for material resistance as well as a partial safety factor for
load actions of L = 1,4 are considered.
2)
Minimum possible axial spacings resp. edge distance for concrete ≥ C16/20 while reducing the
permissible load.
4)
gvz and A4. For exterior applications measures against incoming humidity have to be taken.
5)
Values in brackets apply for A4-type - stainless steel of the corrosion resistance class III, e.g. A4.
6)
Valid for temperatures in the substrate up to +50°C (resp. short term up to 80°C). For long term
temperatures up to 30°C higher permissible loads may be possible.
3)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
Frame fixings / Stand-off installation
229