Technical values for fastener from
SFS intec
Pitched roofing and
cladding fastening
systems for the
constructions industry
O
Tensile breaking load
The tensile breaking load Zb is the
breaking load of the fastener in this axial
direction. It is dependent only upon the
type of fastener.
O
Shear breaking load
The shear breaking load Qb is the breaking
load of the fastener perpendicular to its
axis. It is dependent only upon the type of
fastener.
O
Pull-out load
The pull-out value Fz is the load whic must
be exerted in the axial direction of the fastener to pull the fastening out of the substructure. It is dependent only upon the
type of fastener and the substructure.
Part I
O
Pull over load
The pull over value Fu is the load which
must be exerted in the axial direction of
the fastener to cause the failure of the
attached material by pulling it over the
head of the fastener. It is dependent only
upon the type of fastener and the
substructure and the material being
attached.
Part II
O
Shear load
The shear load value Fq ist the load which
must be exterted perpendicular to the orginal axis of the fastener to cause the failure of the substructure or of the material
being atteched. It is dependent only upon
the type of fastener and the substructure
and the material being attached.
-2-
Legend:
St37 = 375 N/mm2
St52 = 530 N/mm2
Alu = 230 N/mm2
Content
Roofing and cladding
External single and twin
skin construction
self-drilling fastener in
stainless steel and aluminium
SX
SXC
SXW
SW-S
SW-A
SXL
SL-S
SL-A
self tapper
in stainless steel
TDA-S
TDB-S
TDC-S
self-drilling-fastener
corrosion protected
self tapper
corrosion protected
Standing seam and
secret fix systems
stainless steel self drilling
fastener, self tapper,
Bulb-Tite
Standing seam and
secret fix systems
stainless steel self drilling
fastener, self tapper
Fibre cement
self-drilling fastener to wood
self-drilling fastener to steel
Special fastener and rivets
Bulb-Tite, blind rivets,
scafolding anchors
SDT, SDP, SDTW, SD, SDC, SDL
SW-T
SL
TDA-T
TDB-T
TDBL
SDK
SX
SXW
SX6/SX12
RV6604
SXC
SXCW
TD-S
SXL
SL-S
SCFW
SCFW-S
SCF3/SCF12
TT/TTN
ASO
ASC
ATO
ATC
TTO
SSC
CNSO
GA-AS
GA-BS
Content
Rainscreen cladding
Sleeve anchor, Nylon frame
plug, self-drilling fastener,
rivet, facade screw
MB (SDF-K)
MBR (SDF-S)
TW-S/TW-A4
AP11
AP14
AP16
SDA3-S
SLA5
TU-S
Technical value
August/2003 sre/abjo
SX2
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Thickness (mm)
Admission:
s
St37 (375 N/mm )
1,25
2905
58
St52 (530 N/mm )
1,25
3584
76
2
SX2
Ø 6,3xL
–x
2
no
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
Pull-over load Fu (N)
Part II
Part I
Washer A14
Material
Sheet thickness
Part I
(mm)
Alu (230 N/mm )
2
2,0
–x
s
7419
316
Tensile breaking load Zb (N)
x
=
16000
Shear breaking load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
=
12000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
SX3
Pull-out load FZ (N)
Part II (Subconstruction)
Thickness (mm)
–x
s
S235 (375 N/mm )
1,0
1,5
2,0
2,5
2x0,63
2x0,75
2x1,0
2x1,25
1500
2700
3800
5000
1900
2300
3300
4300
90
110
140
170
40
70
100
130
S355 (530 N/mm )
1,0
1,25
1,5
2,0
2,5
2x0,63
2x0,75
2x1,0
2x1,25
2100
3008
3500
5200
8400
2300
2800
4000
5100
90
66
120
140
190
320
300
250
200
Alu
1,5
2,0
2,5
2x0,63
2x0,75
2x1,0
2x1,2
2100
2900
3800
1000
1600
2300
3100
80
110
130
70
120
160
200
Material
2
SX3
Ø 5,5xL
Admission:
SX3–L12
Ø 5,5xL
SX3–D12
Ø 5,5xL
SX3
SX3-L12
DIBt Z-14.1-4
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
- D12 pan head (Ø 12 mm) Torx T25
2
(230 N/mm2)
Tensile breaking load Zb (N)
x
=
14000
Shear breaking load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
=
9500
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
SX3
Part II
Pull-over load Fu (N)
Part I
Washer A10/12
Material
Washer S16
Washer S19
Washer S22
Blechdicke
Part I
0,5
0,63
0,7
0,75
0,88
1,0
x
-------
s
-------
x
5800 1
5800
5800
5800
5800
5800
s
200
200
200
200
200
200
x
58001
5800
5800
5800
5800
5800
s
200
200
200
200
200
200
x
–
–
–
–
–
–
s
–
–
–
–
–
–
0,4
0,5
0,63
0,7
0,75
0,88
1,0
--------
--------
3400
4500
6200
8400 1
8400
8400
8400
340
230
100
190
190
190
190
4300
5000
8400 1
8400
8400
8400
8400
370
200
190
190
190
190
190
–
-–
–
–
–
–
–
-–
–
–
–
–
0,4
0,5
0,6
0,7
0,8
0,9
1,0
1,25
-722
--2297
--3000
-101
--196
--82
1800
2100
2400
2650
2950
3200
3500
--
280
270
255
240
230
200
200
--
2500
2850
3200
3500
3800
4150
4500
---
420
440
470
500
530
560
590
--
2800
3200
3600
3900
4900
4650
5000
---
230
600
290
320
350
385
420
--
(mm)
S235
(375 N/mm2)
S355
(530 N/mm2)
Aluminium
(230 N/mm2)
1
= Pull-over load fail in Part I
Shear load FQ (N)
Thickness in mm
s
Washer A12
s
–
x
s
Material
Part I
Part II
S235
0,63
0,63
0,63
0,63
0,63
0,75
0,75
0,75
1,0
1,0
1,0
1,0
1,0
1,25
1,25
0,75
2x0,63
1,5
2,0
2x1,25
2x0,75
1,5
2x1,25
1,0
1,5
2x1,0
2
2x1,25
1,25
1,5
2150
2430
3040
3580
2170
3220
4270
3770
3000
5020
4300
4800
6140
6160
320
370
220
200
315
570
235
320
260
610
315
290
780
435
–
2360
–
–
–
3190
–
–
–
–
4380
–
–
–
–
200
–
–
–
330
–
–
–
–
140
–
–
–
3792
-
280
-
0,5
0,5
0,5
0,8
1,0
1,0
0,8
1,0
2,0
2,0
1,0
2,0
1200
1500
1200
2500
2300
3800
100
170
120
180
120
320
1200
1750
1800
3000
2000
3800
450
100
200
150
450
300
-
-
Alu
(230 N/mm2)
x = arithmetical mean value
s = Standard deviation
Washer S19
x–
x–
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Washer S16
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
SX5/SXL5
Pull out load FZ (N)
Part II (sub-construction)
Material
SXL5
5,5xL
S235
(375 N/mm )
S355
(530 N/mm2)
0,75
0,88
1,00
1,25
1,50
2,00
2,50
0,75
1,00
1,25
1,50
2,00
2,50
2
SX5
5,5xL
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM EPDM
–x
s
905
1131
1194
1942
2691
4037
5378
1081
1864
2198
3365
5403
7068
124
133
73
77
95
124
281
120
96
121
160
450
108
Thickness (mm)
Pull-over load Fu (N)
Part II
Size
Head / drive:
hexagon, 8 mm A/F
Part I
Washer S16
Material
Thickness sheet part I (mm)
S235
x
0,50
0,63
0,75
0,88
1,00
(375 N/mm2)
s
4026
5415
6972
7694
8930
279
311
295
511
448
Shear load FQ (N)
Thickness in mm
Material
S235 (375 N/mm )
Part I
0,50
0,50
1,00
Part II
0,50
1,25
2,50
S355 (530N/mm )
0,50
1,00
1,25
2,50
1903
5700
2
Shear load:
Figures obtained with displacement of
3 mm between purlin and sheet.
2
s
86
136
320
233
461
Tensile breaking
load Zb (N)
Shear breaking
load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
washer S16
–
x
837
1533
3623
= 8139
x
=
11227
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
April/2006 sre/abjo
SX6
Pull-out load FZ (N)
Part II (Subconstruction)
Material
S235
SX6
Ø 5,5xL
Admission
SX6–L12
Ø 5,5xL
SX6–D12
Ø 5,5xL
SX6
SX6-L12
(375 N/mm2)
S355
(530 N/mm2)
DIBt Z-14.1-4
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
- D12 Head (Ø 12 mm) Torx T25
Alu
(230 N/mm2)
Thickness (mm)
–x
s
2,0
2,5
3,0
4,0
5,0
6,0
2900
4300
5600
8500
11500
14100
140
220
300
460
630
800
2,0
2,5
3,0
4,0
5,0
6,0
4200
5500
6800
9200
11700
14200
210
310
410
660
850
1100
3,0
4,0
5,0
6,0
3600
5300
6700
8300
220
350
470
580
Shear breaking load Qb (N)
x
=
9500
x
=
14000
Tensile breaking load Zb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
April/2006 sre/abjo
SX6
Pull-over load Fu (N)
Part II
Part I
Washer S16
Material
S235
(375 N/mm2)
S355
(530 N/mm2)
Alu
(230 N/mm2)
Blechdicke
Part I
(mm)
Washer S19
Washer S22
–x
s
–x
s
–x
s
0,4
0,5
0,63
0,7
0,75
0,88
1,0
3000
4000
5300
6000
6200
7500
8500
400
380
360
350
340
330
320
4200
5100
6200
6800
7200
8400
9500
270
300
340
360
380
410
440
–
–
–
–
–
–
–
–
–
–
–
–
–
–
0,4
0,5
0,63
0,7
0,75
0,88
1,0
3200
4300
6200
6900
7300
9000
10600
440
520
620
650
680
750
800
3700
5000
7100
7000
8100
9600
10900
200
320
470
560
640
830
970
–
–
–
–
–
–
–
–
–
–
–
–
–
–
0,4
0,5
0,6
0,7
0,8
0,9
1,0
1200
1500
1900
2300
2700
3100
3500
90
110
135
175
200
230
260
1800
2100
2600
3100
3500
3900
4300
110
170
230
290
355
420
480
2300
2800
3200
3700
4150
4600
5000
480
470
460
450
440
430
420
Shear load FQ (N)
Thickness in mm
Material
Part I
Part II
S235
0,63
0,63
0,63
0,63
0,63
0,75
0,75
0,75
0,75
0,75
0,88
0,88
1,0
1,0
1,0
1,0
1,0
1,25
1,25
1,25
1,5
1,5
1,5
2,0
3,0
5,0
6,0
1,5
2,0
3,0
5,0
6,0
2,0
6,0
1,5
2,0
3,0
5,0
6,0
1,5
3,0
5,0
1,5
5,0
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
x = arithmetical mean value
s = Standard deviation
Washer S16
–
x
s
–
2800
–
3200
–
–
2900
–
3250
–
4200
4300
–
4600
–
5000
–
–
–
–
–
–
–
100
–
50
–
–
50
–
50
–
200
50
–
250
–
320
–
–
–
–
–
–
Washer S19
–
x
s
2300
2400
2600
2800
3100
3150
3200
3300
3500
3600
3700
4700
4000
4200
4400
4700
5000
4600
5500
65000
5600
8100
240
230
220
210
190
340
330
310
270
250
330
160
500
470
430
340
300
600
550
480
500
600
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Februar/2004 sre/abjo
SXC
Pull-out load FZ (N)
Part II (Subconstruction)
SXC5
Ø 5,5xL
SXC14
Ø 5,5xL
Admission
–
Type
Material
SXC5
St37 (375 N/mm )
1,5
2,0
3,0
4,0
2300
4000
7200
10280
85
150
185
1035
SXC14
St37 (375 N/mm )
4,0
5,0
10100
12700
340
1015
Thickness (mm)
2
2
Pull-over load Fu (N)
x
s
Part II
SXC5
SXC14
DIBt Z-14.4-407
Material
Fastener SXC5:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Fastener SXC14:
stainless steel A2, 18/8
Material number 1.4567
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
Part I
Type
St37(375 N/mm )
Blechdicke
Part I(mm)
2
Type
Washer S19
–x
s
Aluminium
Blechdicke
Part I(mm)
Washer S19
x–
s
SXC5
0,50
0,63
0,75
0,88
4150
5100
7040
7140
500
650
860
730
SXC5
0,50
0,63
0,75
0,88
1,00
1370
1990
2150
2700
3350
123
260
238
311
285
SXC14
0,50
0,63
0,75
3700
5100
6100
382
535
610
SXC14
0,50
0,63
0,75
0,88
1,00
1410
1960
2290
2850
3260
114
124
175
205
384
Max. deflection (mm)
Shear breaking load Qb (N)
St37
Panele thickness (mm)
SXC5
x
=
10900
SXC14
x
=
12400
Tensile breaking load Zb (N)
40
60
80
1,5 mm ≤ t ≤ 4 mm
SXC5 a (mm)
4 mm ≤ t ≤ 12mm
SXC14 a (mm)
4
6
8
3,2
4,3
5,7
x = arithmetical mean value
s = Standard deviation
SXC5
x
=
17500
SXC14
x
=
14000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Januar/2005 sre/pko
SXC, L ≥ 168 mm
Pull-out load FZ (N)
Part II (Subconstruction)
SXC14
Ø 5,5x L ≥ 168
Type
Material
SXC14-5,5 x
≥ 168 mm
St37 (375 N/mm )
Thickness (mm)
2
4,0
5,0
6,0
x–
s
7350
8800
9810
Pull-over load Fu (N)
630
1000
1550
Part II
Part I
Admission
SXC14
DIBt Z-14.4-407
Material
Fastener SXC14:
stainless steel A2, 18/8
Material number 1.4567
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
Type
SXC14
L ≥ 168 mm
St37(375 N/mm )
Thickness
Part I(mm)
2
0,50
0,63
0,75
Type
Washer S19
–x
s
3700
5100
6100
382
0,63
610
SXC14
L ≥ 168 mm
Aluminium
Thickness
Part I(mm)
Washer S19
0,50
0,63
0,75
0,88
1,00
x–
s
1410
1960
2290
2850
3260
114
124
175
205
384
Tensile breaking load Zb (N)
SXC14 L ≥ 168 mm x
=
12000
Shear breaking load Qb (N)
SXC14 L ≥ 168 mm x
x = arithmetical mean value
s = Standard deviation
=
17700
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
April/2006 sre/abjo
SX14
Pull-out load FZ (N)
Part II (Subconstruction)
Thickness (mm)
–x
s
S235 (375 N/mm )
4,0
5,0
6,0
10000
11800
12200
365
630
130
S355 (520 N/mm )
4,0
5,0
6,0
8288
9334
11413
982
962
578
4,0
5,0
4755
5300
560
400
Material
2
SX14
Ø 5,5xL
SX14-L12
Ø 5,5xL
Admission
SX14
DIBt Z-14.1-4
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4567
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
2
(530 N/mm2)
(550 N/mm2)
Alu (230 N/mm )
2
Shear load FQ (N)
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
Thickness in mm
Material
S235 (375 N/mm )
2
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Part I
Part II
0,63
0,75
0,75
4,0
4,0
5,0
Washer S16
–
x
s
Washer S19
x–
s
168
75
100
-
-
x
=
12000
x
=
12000
3136
3860
3800
Tensile breaking load Zb (N)
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SXW
Pull-out load FZ (N)
Part II (Subconstruction)
Embedment (mm)
Wood
20
SXW- Ø 5,5
SXW- Ø 6,5
SXW
Ø 5,5xL
Ø 6,5xL
SXW-L12
Ø 5,5xL
Ø 6,5xL
Admission
DIBt Z-14.1-4
–x
1700
–
25
s
x–
190
–
2100
–
Pull-over load Fu (N)
30
s
x–
300
–
2500
–
45
s
x–
s
200
–
–
3600
–
210
Part II
SXW
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Alu, with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
bei SXW und SW-S
- L12 Head (Ø 12 mm) irius® Drive
Part I
Washer S 16
Material Thickness (mm)
St37
Washer S 16
0,5
0,5
0,75
0,75
0,88
0,88
–x
s
x–
s
–x
s
SXW-S16-6,5x
4000
270
6200
–
7500
–
SXW-S16-6,5x
1500
3100
–
(375 N/mm2)
Alu
2700
(230 N/mm2)
Shear load FQ (N)
Material Thickness (mm)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Washer S 16
0,5
0,5
0,77
0,77
0,88
0,88
–x
s
x–
s
–x
s
St37
SXW-A14- Ø 5,5
1800
130
2200
255
2500
370
(375 N/mm2)
SXW-S16- Ø 6,5
2400
–
3000
–
4900
–
Alu
SXW-A14- Ø 5,5
880
78
1500
85
–
–
(230 N/mm2)
SXW-S16- Ø 6,5
1200
–
2000
–
–
–
Tensile breaking load Zb (N)
x = arithmetical mean value
s = Standard deviation
SXW Ø 5,5
SXW Ø 6,5
x = 14000
x = 16000
SXW Ø 5,5
SXW Ø 6,5
x =
x =
Shear breaking load Qb (N)
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
9500
12000
Technical value
August/2004 sre/abjo
SXW Ø 6,5
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Wood
SXW
Ø 6,5xL
x
Embedment 50 mm
Pull-over load Fu (N)
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Alu, with vulcanized EPDM
s
5356
355
Part II
Part I
Washer S 16
Material
St. 37
St. 37
Alu
Thickness (mm)
0,63
0,75
1,00
x
5460
6938
4027
Washer S 19
s
369
619
339
x
6310
7535
4685
s
414
576
443
Size
Head/Drive:
- Hex., 8 mm A/F
Tensile breaking load Zb (N)
x = 17100
Shear breaking load Qb (N)
x = 12300
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
September 2004 sre/pko
SW2-S
Pull-out load FZ (N)
Part II (Subconstruction)
Material
SW2-S
Ø 4,8xL
Embedment (mm)
–x
s
Timber
25
30
1625
2030
102
53
Alu 2 mm
25
2360
31
(240-280 N/mm2)
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Alu, with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
Pull-over load Fu (N)
Teil II
Teil I
Washer A14
Material
St. 37
Thickness (mm)
0,50
x
2260
s
150
Tensile breaking load Zb (N)
x
=
9234
x
=
6653
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
NK-A / SW-A
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Thickness (mm)
–
x
s
20
25
30
1790
2190
2840
390
270
160
Wood
NK-A
Ø 6,0xL
SW-A
Ø 6,0xL
Material
Fastener:
Alu
Pull-over load Fu (N)
Part II
Washer:
Alu, with vulcanized EPDM
Size
Head/Drive:
Hex., 8 mm A/F
Part I
Washer A16
Material
Thickness
Part I
(mm)
–x
s
Alu (230 N/mm )
0,50
2140
190
Alu (230 N/mm )
Alu (230 N/mm )
0,75
0,80
2450
2840
170
-
2
2
2
Shear load FQ (N)
Thickness in mm
Material
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Wood/Alu
(230 N/mm2)
Washer A16
Part I
Part II
–
x
40
0,5
0,8
1460
1700
s
100
120
Tensile breaking load Zb (N)
NK-A
SW-A
x
x
=
=
6500
6500
Shear breaking load Qb (N)
NK-A
SW-A
x = arithmetical mean value
s = Standard deviation
x
x
=
=
4200
4200
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SXL2-Ø 5,5
Pull-out load FZ (N)
Part II (Subconstruction)
SXL2
Ø 5,5xL
SXL2–L12
Ø 5,5xL
Material
Thickness (mm)
–
x
s
0,40
2x0,50
2x0,75
573
660
940
36
50
98
St37
(375 N/mm2)
Admission
DIBt Z-14.1-4
SXL2
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Shear load FQ (N)
Thickness in mm
Material
St37 (375 N/mm )
2
Washer S14
Part I
Part II
–x
0,6
0,6
1400
s
129
Tensile breaking load Zb (N)
x
=
14000
x
=
9500
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
January 2006 sre/abjo
SXL2-Ø 6,3
Pull-out load FZ (N)
Bauteil II (Unterkonstruktion)
SXL2
Ø 6,3xL
SXL2–L12
Ø 6,3xL
Material
Dicke (mm)
St37
0,62
0,75
(375 N/mm2)
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Pull-over load Fu (N)
–
x
s
1166
1563
30
76
Part II
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
Part I
WasherS16
Material
St37
Sheet thickness
Part I
(mm)
(375 N/mm2)
x–
0,62
s
4980
314
Shear load FQ (N)
Thickness in mm
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Material
St37 (375 N/mm )
2
Washer S16
Part I
Part II
–x
1,0
1,0
3940
s
195
Shear breaking load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
=
13500
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SL2-A
Pull-out load FZ (N)
SL2-A
Ø 5,5xL
Part II (Subconstruction)
Material
Material
Fastener:
Aluminium
Washer:
Aluminium, with vulcanized EPDM
Size
Head/Drive:
Hex., 8 mm A/F
Thickness (mm)
Alu (230 N/mm )
2x0,7
2
–
x
s
550
35
Shear load FQ (N)
Thickness in mm
Material
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Alu (230 N/mm )
2
Washer A14
Part I
Part II
–x
0,4
0,7
0,4
0,7
400
910
s
50
110
Tensile breaking load Zb (N)
x
=
5000
x
=
3500
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
July/2005 sre/abjo
TDA-S
Pull-out load FZ (N)
Part II (Subconstruction)
Material
TDA-S
Ø 6,5xL
Admission
DIBt Z-14.1-4
Sheet thickness (mm)
Embedment (mm)
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
–
x
s
–
x
s
Alu
3,0
4,50
3400
52
–
–
St37
(375 N/mm2)
0,75
1,00
1,50
1,50
2,00
2,50
3,00
25
30
40
50
4,50
4,50
4,50
5,05
5,05
5,05
5,05
4,80
4,80
4,80
4,80
1091
2290
2745
4070
5400
7920
9750
2320
3360
4170
5720
33
81
-
-
-
TDA-S
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Pre drill Ø
(mm)
Wood
Pull-over load Fu (N)
Size
Head/Drive:
Hex., 8 mm A/F
Part II
Part I
Washer S16
Material
St37
(375 N/mm2)
Blechdicke
Part I
(mm)
0,5
0,63
0,75
0,88
1,00
Washer S19
–x
s
–x
s
4060
5500
5920
7720
8490
–
–
–
–
–
5145
6560
6805
9010
9900
–
–
–
–
–
Shear load FQ (N)
Material
Part I (mm)
1,0 mm
x
St37
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
0 63
0,75
1,00
1,25
1,50
3210
4520
5040
5100
5130
Part II (mm)
1,5 mm
x
3410
4800
6410
8930
4060
5420
7090
8780
11280
-
Tensile breaking load Zb (N)
x = arithmetical mean value
s = Standard deviation
x
=
16000
x
=
12000
Shear breaking load Qb (N)
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
3,0 mm
x
Technical value
May/2006 sre/abjo
TDB-S
Pull-out load FZ (N)
Part II (Subconstruction)
Material
S235
(375 N/mm2)
TDB-S
Ø 6,3xL
Admission
DIBt Z-14.1-4
TDB-S
Thickness (mm)
2,00
4,00
5,00
6,00
8,00
S355
(510 N/mm )
(500 N/mm )
1,25
1,50
2,00
2
2
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Pre drill Ø (mm)
4,90
5,35
5,65
5,80
5,80
5,05
5,35
5,35
Pull-over load Fu (N)
–x
3880
14090
17590
16140
20660
s
5
51
70
27
59
3016
3419
5327
100
118
162
Part II
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Part I
Washer S16
Material
Size
Head/Drive:
Hex., 8 mm A/F
Blechdicke
Part I (mm)
x
Washer S19
s
x
s
S235 (375 N/mm )
0,50
0,63
0,75
0,88
1,00
4060
5500
5920
7720
8490
–
–
–
–
–
5145
6560
6805
9010
9900
–
–
–
–
–
S355 (340N/mm )
0,50
0,63
4771
6029
190
414
---
–
–
2
2
(355N/mm2)
Shear load FQ (N)
Thickness in mm
Material
Part I
St37
0,75
0,88
1,00
1,25
1,50
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
s
4,0
4570
6520
6740
11270
–
–
–
–
–
–
Part II
–
x
s
8,0
4590
6250
7280
11220
–
–
–
–
–
–
Shear breaking
load Qb (N)
Tensile breaking
load Zb (N)
x
x = arithmetical mean value
s = Standard deviation
Part II
–
x
=
16000
x
=
12500
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
TDC-S
Pull-out load FZ (N)
Part II (Subconstruction)
TDC-S
Ø 6,3xL
Material
Thickness (mm) Pre drill Ø
0,4
1,0
4,0
4,0
580
2860
23
100
S355 (530 N/mm )
1,5
3,0
4,9
4,9
4210
9500
100
155
Alu PE300
2,0
3,0
4,0
5,0
6,0
5,3
5,3
5,3
5,6
5,6
2490
4780
6600
9030
12000
140
56
107
320
280
2
(230 N/mm2)
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Shear load FQ (N)
Size
Head/Drive:
- Hex., 8 mm A/F
Thickness in mm
Material
Part I
S235
0,63
0,75
1,00
1,25
1,50
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
s
S355 (530 N/mm )
2
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
–
x
0,63
0,75
1,00
1,25
1,50
Part II
–
x
s
1,0
3210
4520
5040
5100
5130
–
–
–
–
–
3,0
4060
5420
7090
8780
*
-
Part II
–
x
s
1,5
3410
4800
6410
8930
11280
–
–
–
–
–
Tensile breaking load Zb (N)
x
=
16000
x
=
12000
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Februar 2003 sre/abjo
SD2-S
Pull-out load FZ (N)
Teil II (Subconstruction)
Material
St37
(375 N/mm2)
Thickness (mm)
–
x
s
0,75
1,00
1748
2255
50
72
Tensile breaking load Zb (N)
SD2-S
Ø 6,0xL
Material
Fastener:
stainless steel A4,
Material number 1.4567, AISI 316
Abmasse
Head / Drive:
- Hex. , 8 mm A/F
x = arithmetical mean value
s = Standard deviation
x
=
12675
x
=
19153
Shear breaking load Qb (N)
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Juni 2003 sre/abjo
SD2-T
Pull-out load FZ (N)
Teil II (Subconstruction)
Material
St37
SD2-T
Ø 6,3xL
Material
Fastener:
Carbon steel with
corrosion protected surface
Washer:
Steel with vulcanized EPDM
Size
Head/Drive:
Hex., 8 mm A/F
–
Thickness (mm)
0,88
1,50
(375 N/mm2)
xs
1970
3800
Pull-over load Fu (N)
120
230
Part II
Part I
Washer T15
Material
St37
(375 N/mm2)
Blechdicke
Part I
(mm)
0,50
0,63
Washer T19
–x
s
–x
s
4950
5620
400
350
-
-
Shear load FQ (N)
Material
St37
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Teil 1 (mm)
Teil 2 (mm)
–x
s
0,75
0,75
0,75
0,75
0,75
1,00
1,25
2,00
2983
4050
4709
5379
384
172
179
416
Tensile breaking load Zb (N)
x
=
22000
x
=
13500
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
April 2006 sre/abjo
SD3 Ø4,8
Pull-out load FZ (N)
Part II (Subconstruction)
Material
S235 (375 N/mm2)
SD3
Ø 4,8xL
S355
Thickness (mm)
1,00
1,50
2,00
3,00
0,88
1,00
1,50
2,00
3,00
(410 N/mm2)
(520 N/mm2)
(510 N/mm2)
(500 N/mm2)
Material
Fastener:
Carbon steel with
corrosion protected surface
(560 N/mm2)
x
1350
2170
3160
5790
1220
2000
3323
5225
9132
Pull-over load Fu (N)
s
----69
69
103
167
150
Part II
Washer:
Steel with vulcanized EPDM
Part I
Size
Head/Drive:
Hex., 8 mm A/F
Material
Thickness
Part I (mm)
S235
(375 N/mm2)
S355 (570 (N/mm )
2
(390
(N/mm2)
(410
(N/mm2)
(410
(N/mm2)
(375
(N/mm2)
x
0,50
0,63
0,75
0,88
1,00
0,50
0,63
0,75
0,88
1,00
–
-----4473
5861
----
Washer T19
Washer T15
Washer A14
s
x–
s
x
s
-----358
343
----
4950
5620
7100
7600
8400
3822
5554
6760
8048
9291
431
273
399
237
323
5450
6020
7200
7800
8600
-
-
Shear load FQ (N)
Material
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
St37
(375 N/mm2)
Shear breaking
load Qb (N)
T15
T19
Part I (mm) Part II (mm)
0,75
1,00
2,00
2,00
x–
s
6140
6980
---
Tensile breaking
load Zb (N)
x
x = arithmetical mean value
s = Standard deviation
Washer
=
13500
x
=
22000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
SD3 Ø 5,5-6,3
Pull-out load FZ (N)
Part II (Subconstruction)
Type Ø
5,5
Material
S235
(375 N/mm2)
6,3
S235
(375 N/mm2)
SD3
Ø 5,5xL
Ø 6,3xL
5,5
S355
(510 N/mm2)
Material
Fastener:
Carbon steel with
corrosion protected surface
(550 N/mm2)
Thickness (mm)
1,50
2,00
3,00
0,88
1,00
1,50
2,00
3,00
1,50
2,00
3,00
x
3750
5000
7500
1970
3330
5000
5000
7500
3690
6330
9922
Pull-over load Fu (N)
s
112
135
244
Part II
Washer:
Steel with vulcanized EPDM
Part I
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
Material
Thickness
Part I (mm)
S235
(375 N/mm2)
S355 (570 (N/mm )
2
(390
(N/mm2)
(410
(N/mm2)
(410
(N/mm2)
0,50
0,63
0,75
0,88
1,00
0,40
0,63
0,75
0,88
1,00
x
-----------
–
Washer T19
Washer T15
Washer A14
s
x–
s
x
s
-----------
4950
5620
7100
7600
8400
3360
5620
7100
7600
8400
400
350
460
510
590
5450
6020
7200
7800
8600
--
-
Shear load FQ (N)
Ø
4,8
Material
St37
(375 N/mm2)
5,5
St.37
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Shear breaking
load Qb (N)
T15
T19
Part I
(mm)
0,75
1,00
T15
T19
0,63
1,00
Part II
(mm)
2,00
2,00
x
6140
6980
2,00
2,00
3500
6800
Tensile brea
king load Zb (N)
Ø 5,5
Ø 6,3
x = arithmetical mean value
s = Standard deviation
Washer
x
x
=
=
10000
13500
Ø 5,5
Ø 6,3
x
x
=
=
16000
22000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
April/2005 abjo/sre
SD3 - D10
Pull-out load FZ (N)
Part II (Subconstruction)
Material
S235 (375 N/mm2)
S235 (360/mm2)
Sheet thickness mm
1,25
1,50
1,50
x
2019
2584
2791
Pull-over load Fu (N)
s
146
154
150
Part II
SD3-D10-T19/C9
Ø 5,5xL
Part I
Material
Washer
Thickness (mm)
x
S235 (375 N/mm )
2
-Material
Fastener:
Carbon steel with
corrosion protected surface
Washer:
Carbon steel
1
s
1
1
0,62
= Pull-over load fail in Part II, see Fz value
Shear load FQ (N)
Size
Head/Drive:
- Lens head., 8 mm
- T25
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Material
Washer
S235 (375 N/mm )
2
T19
Part I
(mm)
Part II
(mm)
0,62
1,25
x
s
2863
370
Tensile breaking load Zb (N)
x
=
16000
x
=
10000
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
April/2006 sre/abjo
SD5
Pull-out load FZ (N)
Part II (Subconstruction)
Material
S235
SD5
Ø 5,5xL
(375 N/mm2)
SD5-L12
Ø 5,5xL
S355 (510 N/mm )
2
Material
Fastener:
Carbon steel 18B3 with
corrosion protected surface
x–
s
1,50
2,00
3,00
4,00
5,00
2650
3400
6300
9300
11500
118
170
380
650
920
1,50
2,00
3,00
4,00
2940
4990
9550
13100
173
342
516
750
Thickness (mm)
(500 N/mm2)
(560 N/mm2)
(520 N/mm2)
Pull-over load Fu (N)
Washer:
Carbon steel 18B3
with vulcanized EPDM
Part II
Part I
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
Washer T16
Material
Tickness
Part I (mm)
S235 (375 N/mm ) 0,50
0,63
0,75
0,88
1,00
2
Washer T19
x
s
x
s
4950
5620
7100
7600
8400
400
350
460
510
590
5450
6020
7200
7800
8600
440
380
470
530
600
400
350
460
510
590
------
------
Washer T15
0,50
0,63
0,75
0,88
1,00
S355 (570 N/mm )
2
(390 N/mm2))
(410 N/mm2))
(410 N/mm2))
(435 N/mm2))
3360
5620
7100
7600
8400
Shear load FQ (N)
Thickness in mm
Material
St37 (375 N/mm )
2
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Part I
Part II
0,63
0,75
1,00
1,00
1,50
1,50
2,00
3,00
2,00
3,00
2,00
3,00
3500
5400
6800
7300
10600
10800
s
420
650
820
880
1270
1300
Shear breaking load
Qb (N)
Tensile breaking load
Zb (N)
x
x = arithmetical mean value
s = Standard deviation
Washer T16
–
x
=
15470
x
=
10000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
April/2006 sre/abjo
SD5-H15
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Thickness (mm)
S235 (375 N/mm )
1,50
2,00
1,50
2,00
3,00
4,0
2
SD5-H15
Ø 5,5xL
S355 (510 N/mm )
2
(500 N/mm2)
(500 N/mm2)
(520 N/mm2)
Admission
DIBt Z-14.1-4
–
x
s
2795
3987
3920
6180
10250
15400
147
96
99
270
400
480
SD5-H15
Material
Fastener:
Carbon steel 18B3
with corrosion protected surfae
Size
Head/Drive:
Hex., 8 mm A/F
Pull-over load Fu (N)
Part II
Part I
Material
S235
(375 N/mm2)
Thickness
Part I
(mm)
0,63
0,75
–x
s
5732
7508
288
515
Shear load FQ (N)
Thickness in mm
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Material
Part I
Part II
–x
s
St37
0,63
1,25
1,50
3,00
3179
7644
225
330
(375 N/mm2)
Tensile breaking load Zb (N)
x
=
15900
x
=
10000
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
March/2006 sre/abjo
SD6
Pull-out load FZ (N)
Part II (Subconstruction)
Material
SD6
Ø 6,3xL
S235
(375 N/mm2)
Material
Fastener:
Carbon steel 18B3 with
corrosion protected surface
S355 (560N/mm )
2
(520N/mm2)
(530N/mm2)
(550N/mm2)
Washer:
Carbon steel 18B3
with vulcanized EPDM
–
x
s
3,00
4,00
5,00
6,00
6480
12200
16600
21000
320
732
1160
1680
3,00
4,00
5,00
6,00
10800
15450
20940
22720
500
540
450
420
Thickness (mm)
Pull-over load Fu (N)
Size
Head/Drive:
Hex., 8 mm A/F
Part II
Part I
Washer T16
Material
Tickness
Part I (mm)
S235 (375 N/mm ) 0,50
0,63
0,75
0,88
1,00
2
Washer T19
x
s
x
s
4950
5620
7100
7600
8400
400
350
460
510
590
5450
6020
7200
7800
8600
440
380
470
530
600
400
350
460
510
590
------
------
Washer T15
S355 (570 N/mm )
0,50
0,63
0,75
0,88
1,00
2
(390 N/mm2))
(410 N/mm2))
(410 N/mm2))
(435 N/mm2))
3360
5620
7100
7600
8400
Shear load FQ (N)
Thickness in mm
Material
St37 (375 N/mm )
2
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Shear breaking
load Qb (N)
Part I
Part II
0,75
0,88
1,00
1,50
6,00
6,00
6,00
6,00
4790
5300
6870
10760
s
580
640
820
1290
Tensile brea
king load Zb (N)
x
x = arithmetical mean value
s = Standard deviation
Washer T16
–x
=
13500
x
=
22000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
SD8
Pull-out load FZ (N)
Part II (Subconstruction)
Material
S235
(375 N/mm2)
SD8-L12
Ø 5,5xL
SD8
Ø 5,5xL
S355
(500 N/mm2)
(560 N/mm2)
(520 N/mm2)
(550 N/mm2)
Material
Fastener:
Carbon steel 18B3 with
corrosion protected surface
–
x
s
2,00
3,00
4,00
6,00
3200
6200
8800
12500
170
380
650
920
2,00
3,00
4,00
6,00
4690
9200
12240
15620
240
300
640
1320
Thickness (mm)
Pull-over load Fu (N)
Part II
Size
Head/Drive:
Hex., 8 mm A/F
Part I
Material
S235
Thickness (mm)
(375 N/mm2)
S355 (570 N/mm )
2
(390 N/mm2)
(410 N/mm2)
(410 N/mm2)
(410 N/mm2)
0,50
0,63
0,75
0,88
1,00
0,50
0,63
0,75
0,88
1,00
0,40
0,63
0,75
0,88
1,00
Washer
T15
T19
T15
x–
s
4950
5620
7100
7600
8400
5450
6020
7200
7800
8600
3490
5460
6700
7710
9220
440
380
300
335
130
Shear load FQ (N)
Thickness in mm
Material
Part I
Part II
St37
0,63
0,75
1,00
1,00
1,50
1,50
2,00
3,00
2,00
3,00
2,00
3,00
3300
4200
4400
5800
6200
7600
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Shear breaking
load Qb (N)
s
420
650
820
880
1270
1300
Tensile brea
king load Zb (N)
x
x = arithmetical mean value
s = Standard deviation
Washer T15
–
x
=
12000
x
=
15800
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
March/2006 sre/abjo
SD8-H15
Pull-out load FZ (N)
Part II (Subconstruction)
Material
S235
(375 N/mm2)
SD8-H15
Ø 5,5xL
S355
(500 N/mm2)
(560 N/mm2)
Admission
SD8-H15
–
x
s
2,00
3,00
4,00
6,00
3200
6200
8800
12500
170
380
650
920
2,00
3,00
4,00
6,00
4690
9200
12240
15620
240
300
640
1320
Thickness (mm)
(520 N/mm2)
(550 N/mm2)
DIBt Z-14.1-4
Material
Fastener:
Carbon steel 18B3 with
corrosion protected surface
Pull-over load Fu (N)
Size
Head/Drive:
Hex., 8 mm A/F
Part II
Part I
Material Sheet thickness
Part I (mm)
S235
(375 N/mm2)
S235
(340 N/mm2)
0,63
0,75
0,88
1,00
0,50
0,63
x–
s
3700
6200
8300
9000
5142
6544
320
400
560
630
280
304
Shear load FQ (N)
Thickness in mm
Material
Part I
Part II
x–
s
St37
0,63
0,75
1,00
1,00
1,50
1,50
2,00
3,00
2,00
3,00
2,00
3,00
3300
4200
4400
5800
6200
7600
420
650
820
880
1270
1300
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Shear breaking
load Qb (N)
Tensile breaking
load Zb (N)
x
x = arithmetical mean value
s = Standard deviation
=
12000
x
=
15800
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
March/2006 sre/abjo
SD14
Pull-out load FZ (N)
Part II (support)
Material
Thickness (mm)
–
x
s
4,00
5,00
8,00
10,00
8959
10914
12040
12040
726
1299
-
4,00
5,00
6,00
8,00
12150
16000
16900
16700
380
310
480
460
S235
(375 N/mm2)
SD14
Ø 5,5xL
S355
(520 N/mm2)
(530 N/mm2)
(550 N/mm2)
Material
Fastener:
Carbon steel 18B3
(460 N/mm2)
Pull-over load Fu (N)
Part II
Washer:
Carbon steel 18B3
with vulcanizedEPDM
Part I
Washer T16
Size
Head/ Drive:
Hex., 8 mm A/F
Material
S235
(375 N/mm2)
Washer T19
Thickness
Part I(mm)
x–
s
x–
s
0,50
0,63
0,75
0,88
1,00
4950
5620
7100
7600
8400
400
350
460
510
590
5450
6020
7200
7800
8600
440
380
470
530
600
------
------
Washer T15
S355 (570 N/mm )
0,40
0,63
0,75
0,88
1,00
2
(390 N/mm2)
(410 N/mm2)
(410 N/mm2)
(410 N/mm2)
3490
5460
6700
7710
9220
440
380
300
335
130
Shear load FQ (N)
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
Thickness in mm
Material
Part I
Part II
St37
0,63
0,75
1,00
1,00
1,50
1,50
2,00
3,00
2,00
3,00
2,00
3,00
3300
4200
4400
5800
6200
7600
(375 N/mm2)
Shear breaking load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
Washer T16
–
x
=
9826
s
420
650
820
880
1270
1300
Tensile breaking load Zb (N)
x
=
12040
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
SD14 - H15
Pull-out load FZ (N)
Part II (support)
Material
SD14-H15
Ø 5,5xL
Material
Fastener:
Carbon steel 18B3
St37
(375 N/mm2)
S355
(520 N/mm2)
(530 N/mm2)
(550 N/mm2)
(460 N/mm2)
Size
Head/ Drive:
Hex., 8 mm A/F
–
x
s
4,00
5,00
6,00
8,00
8959
10914
12040
12040
726
1299
-----
4,00
5,00
6,00
8,00
12150
16000
16900
16700
380
310
480
460
Thickness (mm)
Shear load FQ (N)
Thickness in mm
Material
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
St37
(375 N/mm )
2
Part I
Part II
–
x
s
0,63
0,75
0,88
4,00
5,00
5,00
4293
5374
6632
412
411
512
Tensile breaking load Zb (N)
x
=
12040
x
=
9826
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
September/2004 sre/pko
SDC2-L12
Pull-out load FZ (N)
Part II (support)
Thickness in mm
Material
St37
(375 N/mm )
2
SDC2-L12
Ø 5,5xL
Material
Fastener:
Carbon steel 18B3, with
corrosion protected surface
Washer A 16
Part I
Part II
–
x
0,63
0,75
0,88
1,00
1,25
0,63
0,75
0,88
1,00
1,25
2225
2648
2929
3060
4831
Pull over load Fu (N)
84
129
108
141
255
Part II
Part I
Washer:
Carbon steel 18B3
with vulcanizedEPDM
Size
Head/ Drive:
- L12 Head (Ø 12 mm) irius® Drive
s
Washer A16
Material
St37
(375 N/mm2)
Sheet thickness Part I (mm)
0,63
0,75
0,88
x
s
3374
4317
4539
182
263
184
Tensile breaking load Zb (N)
x
=
16000
x
=
10000
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SDL3
Pull-out load FZ (N)
Thickness in mm
Part II (support)
Material
St37
(375 N/mm )
2
SDL3-L12
Ø 5,5xL
Material
Fastener:
Carbon steel 18B3 with
corrosion protected surface
Washer:
Carbon steel 18B3
with vulcanizedEPDM
Size
Head/ Drive:
- L12 Head (Ø 12 mm) irius® Drive
Washer T15
Part I
Part II
–
x
0,50
0,75
0,75
0,75
0,55
1,25
0,75
1,50
934
2783
1525
3566
Pull-over load Fu (N)
s
-
Part II
Part I
Washer T15
Material
St37
(375 N/mm2)
Blechdicke Teil I (mm)
0,50
0,63
0,75
0,88
1,00
x
s
4950
5620
7100
7600
8400
-
Tensile breaking load Zb (N)
x
=
16000
x
=
10000
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
March 2006 pko/sre
SDT5
Pull-out load FZ (N)
Part II (support)
Material
S235 (375 N/mm )
(355 N/mm2)
(375 N/mm2)
(375 N/mm2)
SDT5
Ø 5,5xL
Material
(510 N/mm2)
(500 N/mm2)
(560 N/mm2)
(520 N/mm2)
Pull-over load Fu (N)
Fastener:
Carbon steel 18B3 with
corrosion protected surface
Washer A19
–
x
2800
4120
6300
9300
3313
5280
10140
14200
1,50
2,00
3,00
4,00
1,50
2,00
3,00
4,00
2
S355
S355
S355
S355
Thickness in mm
Part II
Part I
Washer:
Carbon steel 18B3
with vulcanizedEPDM
Washer A19
Material
Size
Head/ Drive:
S355 (570 N/mm )
(390 N/mm2)
S320 (410 N/mm )
2
S355
(570 N/mm2)
(390 N/mm2)
S320
–
x
Thickness Part I (mm)
2
Hex., 8 mm A/F
(410 N/mm2)
4890
5650
7100
Washer S19
490
500
670
0,40
0,63
0,75
4790
6090
8540
790
690
550
Panel thickness (mm)
S235 (375 N/mm )
2
s
0,40
0,63
0,75
Deflection gem. ECCS
°
SDT5 / SDTP5 Deflection a (mm)
40
50
60
70
90
2,5
3,0
3,6
4,3
5,5
Tensile breaking
load Zb (N)
Shear breaking
load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
s
170
165
380
650
150
200
600
420
=
10000
x
=
16000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
March 2006 pko/sre
SDT14
Pull-out load FZ (N)
Part II (support)
Washer A19
Material
S235 (375 N/mm )
S235 (375 N/mm )
S235 (375 N/mm )
4,00
5,00
8,00
–
x
10170
10820
11150
S355
S355
S355
4,00
5,00
6,00
9939
10958
10958
2
2
2
SDT14
Ø 5,5xL
Thickness in mm
(520 N/mm2)
(530 N/mm2)
(550 N/mm2)
Pull-over load Fu (N)
s
670
910
540
743
758
758.
Part II
Material
Part I
Fastener:
Carbon steel 18B3 with
corrosion protected surface
Washer A19
Material
Thickness Part I (mm)
Washer:
Carbon steel 18B3
with vulcanizedEPDM
S355 (570 N/mm )
Size
Head/ Drive:
S355
2
(390 N/mm2)
Hex., 8 mm A/F
–
x
(570 N/mm2)
(390 N/mm2)
0,40
0,63
4900
5680
Washer S19
370
250
0,40
0,63
5100
6480
470
520
Deflection gem. ECCS
Panel thickness (mm)
I-Purlin / 10 mm
S235 (375 N/mm )
2
°
SDT14 / SDTP14 Deflection a (mm)
40
50
60
70
90
2,5
3,0
3,6
4,3
5,5
Tensile breaking
load Zb (N)
Shear breaking
load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
s
=
10000
x
=
16000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Februar 2003 abjo/sre
SDP3
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Thickness (mm)
St52 (530 N/mm )
2
SDP-3
Ø 5,5xL
Material
Fastener:
Carbon steel 18B3
with corrosion protected surfae
1,50
2,00
2,50
3,00
–
x
s
4028
6270
8363
10430
236
372
185
477
Tensile breaking load Zb (N)
Size
Head/Drive:
Hex. (WH11), 11 mm A/F
x
=
16000
x
=
10000
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
August 2003 abjo/sre
SDP6
Pull-over load Fu (N)
Part II
Part I
Flange Ø 10 mm
Material
SDP-6
Ø 5,5xL
Material
Fastener:
Carbon steel 18B3 with
corrosion protected surface
Thickness Part I (mm)
St37 (375 N/mm )
2
0,50
0,63
0,75
0,88
1,00
–
x
s
3092
4047
5039
5709
6331
83
88
159
196
118
Tensile breaking load Zb (N)
Washer:
Aluminium
with vulcanizedEPDM
x
=
16000
x
=
10000
Size
Head/ Drive:
Hex., 8 mm A/F
x = arithmetical mean value
s = Standard deviation
Shear breaking load Qb (N)
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Februar 2003 abjo/sre
SDTW
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Embedment (mm)
Timber wood
SDTW
Ø 6,5xL
35
Pull-over load Fu (N)
–
x
s
3141
743
Part II
Part I
Material
Fastener:
Carbon steel 18B3 with
korrosionsgeschüzter Oberfläche
Washer A19
Material
St37
(375 N/mm2)
Washer:
Aluminium
with aufvulkanisiertem EPDM
Size
Head/ Drive:
Hex., 8 mm A/F
Thickness (mm)
0,50
0,63
0,75
x
2140
5000
6200
s
-
Tensile breaking load Zb (N)
x
=
20000
x
=
12000
Shear breaking load Q (N)
b
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
März/2003 sre/abjo
SW-T
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Ø 4,8
Wood
Ø 6,5
Wood
SW-T
Ø 4,8xL
Ø 6,5xL
Material
Fastener:
Carbon steel 18B3
–
x
s
20 mm
25 mm
30 mm
20 mm
25 mm
30 mm
45 mm
1700
2030
2260
1900
2300
3000
4810
445
280
150
120
140
180
245
Pull-over load Fu (N)
Part II
Part I
Washer A14
Washer:
Aluminium
with vulcanized EPDM
Size
Head/Drive:
Hex., 8 mm A/F
Embedment
Material
Blechdicke
Part I
(mm)
–
x
s
Ø 4,8
St37 (375 N/mm )
0,50
0,70
2260
2260
150
150
Ø 6,5
St37 (375 N/mm )
0,50
0,75
3000
3000
110
110
2
2
Diese Werte wurden bei voll eingeschraubten Befestigern ermittelt. Die Pull-out load F sind
z
zu berücksichtigen.
Shear load FQ (N)
Part II
Part I
Thickness in mm
Ø 4,8
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
Material/Part II
Part I
St37/Wood
0,50
0,75
0,50
0,75
1530
1600
1860
1690
(375 N/mm2)
Ø 6,5
Washer A14
x–
St37/Wood
(375 N/mm2)
s
75
135
170
220
Tensile breaking load Z (N)
b
Ø 4,8
Ø 6,5
x
x
=
=
10700
21500
Ø 4,8
Ø 6,5
x
x
=
=
6700
12800
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
März/2003 sre/abjo
SL2-T
Pull-out load FZ (N)
Part II (Subconstruction)
Thickness (mm)
–
x
s
St37 (375 N/mm )
2x0,63
2x0,75
1180
1310
60
64
Alu PE 300
2x1,00
2360
49
Alu F 25
2x0,6
2x0,70
610
820
45
45
Material
SL2-T
Ø 4,8xL
Admission
DIBt Z-14.1-4
2
SL2-T
Material
Fastener:
Carbon steel 18B3
Shear load FQ (N)
Size
Head/Drive:
Hex., 8 mm A/F
Thickness in mm
Part I
Part II
–x
s
St37 (375 N/mm )
0,63
0,63
1820
210
Alu PE 300
1,00
1,00
1950
88
Material
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
2
Tensile breaking load Z (N)
b
x
=
10000
x
=
6300
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
SL2-H15
Pull-out load FZ (N)
Part II (Subconstruction)
Material
–
x
s
2x0,75
2x1,00
2x0,75
2x1,00
1360
1990
1689
2579
119
120
S235 (375 N/mm )
SL2-H15
Ø 6,3xL
Admission
DIBt Z-14.1-4
Thickness (mm)
2
S355 (490 N/mm )
2
SL2-H15
Material
Fastener:
Carbon steel 18B3
(520 N/mm2)
Shear load FQ (N)
Size
Head/Drive:
Hex., 8 mm A/F
Thickness in mm
Material
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
S235 (375 N/mm )
2
Part I
Part II
–
x
s
0,75
1,00
0,75
1,00
3380
4800
-
Tensile breaking load Z (N)
b
x
=
20000
x
=
12000
Shear breaking load Q (N)
b
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
June/2006 sre/abjo
SL3-H15
Pull-out load FZ (N)
SL3-H15
Ø 6,3xL
Material
Fastener:
Carbon steel 18B3
Thickness in mm
Material
S235 (375 N/mm )
2
S355 (510 N/mm )
2
Part I
0,75
0,75
1,50
1,25
1,50
Part II
1,25
1,50
1,50
1,25
1,50
–
x
1986
2896
3200
2874
3873
s
89
80
190
250
297
Washer:
without
Size
Head/Drive:
Hex., 8 mm A/F
Shear load FQ (N)
Part II
Part I
Thickness in mm
Material
S235 (375 N/mm )
2
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
Part I
Part II
–
x
s
0,75
0,75
0,88
0,88
1,50
1,25
1,50
1,25
1,50
1,50
2651
2957
2898
3228
6900
215
109
124
157
830
Tensile breaking load Z (N)
b
x
=
20000
x
=
12000
Shear breaking load Q (N)
b
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May 2005 sre/abjo
SL2-S-4,8x22
Pull-out load FZ (N)
Part II (Subconstruction)
SL2-S
Ø 4,8x22
Thickness (mm)
x–
s
St37 (290 N/mm )
0,40
2x0,50
2x0,63
2x0,75
2X1,00
525
682
1015
1171
1687
22
27
71
61
57
Alu (265 N/mm )
2x0,75
548
148
Material
2
Material
Fastener:
stainless steel A2, 18/8
Material number, AISI 304
Washer:
stainless steel A2, 18/8
Material number, AISI 304,
with vulcanized EPDM
und
Aluminium
with vulcanized EPDM
Size
Head/Drive:
Hex., 8 mm A/F
2
Shear load FQ (N)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Material
St37 (375 N/mm )
2
Part I
Part II
–x
s
0,63
0,63
1524
64
Tensile breaking load Zb (N)
x
=
9800
x
=
5900
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SL3-F
Pull-out load FZ (N)
Part II (Subconstruction)
Material
St. 37
SL3-F
Ø 4,2x15
Material
Fastener:
Carbon steel 18B3
Oberfläche:
gelb zinced
Thickness in mm
x
Part I
St. 37 (375 N/mm )
0,7
1,0
1,2
1,5
2,0
0,7 mm
830
1100
1100
1100
1500
1,0 mm
550
550
550
550
-
1,2 mm
550
550
550
550
-
2
Shear load FQ (N)
Size
Head/Drive:
- Vierkant, Schlüsselweite 6 mm
Part II
St. 37
Part I
St. 37 (375 N/mm )
0,7
1,0
1,2
1,5
2,0
0,7 mm
2100
2600
2950
3400
4200
1,0 mm
2600
3100
3400
3850
-
1,2 mm
2950
3400
3700
4200
-
2
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
Thickness in mm
x
Tensile breaking load Z (N)
b
x
=
6730
Shear breaking load Q (N)
b
x
x = arithmetical mean value
s = Standard deviation
=
5140
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SL4-F
Pull-out load FZ (N)
Part II (Subconstruction)
Material
St. 37
SL4-F
Ø 4,8x16
Material
Fastener:
Carbon steel 18B3
Surface:
blue zinced
Size
Head/Drive:
- Square, 6 mm A/F
Thickness in mm
x
Part I
St. 37 (375 N/mm )
0,7
1,0
1,2
1,5
2,0
1,0 mm
-
-
-
-
2700
1,2 mm
-
-
-
2200
2200
1,5 mm
NA
NA
1900
1900
1900
2,0 mm
800
1000
1000
1000
1000
2
NA = not applicably
Shear load FQ (N)
Part II
St. 37
Part I
St. 37 (375 N/mm )
0,7
1,0
1,2
1,5
2,0
1,0 mm
-
-
-
-
4650
1,2 mm
-
-
-
4200
4960
1,5 mm
NA
NA
4200
4960
5430
2,0 mm
4200
4650
4960
5430
6200
2
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
Thickness in mm
x
NA = not applicably
Tensile breaking load Z (N)
b
x
=
6730
Shear breaking load Q (N)
b
x
x = arithmetical mean value
s = Standard deviation
=
7770
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
TDA-T
Pull-out load FZ (N)
Part II (Subconstruction)
Material
TDA-T
Ø 6,5xL
Sheet thickness (mm)
Embedment (mm)
s
–
x
s
3,0
4,50
3400
52
–
–
St37
0,75
1,50
4,50
1,50
2,00
2,50
3,00
25
30
40
50
4,50
4,50
4,50
5,05
5,05
5,05
5,05
4,80
4,8
4,80
4,80
1091
2745
2290
33
81
-
-
-
Wood
Washer:
Carbon steel 18B3
with vulcanized EPDM
Size
Head/Drive:
Hex., 8 mm A/F
–
x
Alu
(375 N/mm2)
Material
Fastener:
Carbon steel 18B3
with korrosionsgescützter Oberfläche
Pre drill Ø
(mm)
Pull-over load Fu (N)
–
–
-
–
-
5400
7920
9750
2320
3360
4170
5720
–
-
Part II
Part I
Washer S16
Material
S235 (375 N/mm )
2
S355 (340 N/mm )
2
(355 N/mm2)
Washer S19
Part I
(mm)
x–
s
x–
s
0,50
0,63
0,75
0,88
1,00
4060
5500
5920
7720
8490
–
–
–
–
–
5145
6560
6805
9010
9900
–
–
–
–
–
0,50
0,63
4771
6029
190
414
---
–
–
Tensile breaking load Z (N)
b
x
=
16000
x
=
12000
Shear breaking load Q (N)
b
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
TDA-T
Shear load FQ (N)
Material
St37 (375 N/mm )
2
Part I
(mm)
Part II
(mm)
–x
s
0,63
1,00
1,50
3,00
1,00
1,50
3,00
1,00
1,50
3,00
1,00
1,50
3,00
1,00
1,50
3210
3410
4060
4520
4800
5420
5040
6410
7090
5100
8930
8780
5130
11280
-
0,75
1,00
1,25
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
x = arithmetical mean value
s = Standard deviation
1,50
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/ 2006 sre/abjo
TDB-T/TDC-T
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Thickness (mm)
Pre drill Ø
–
x
2,00
2,50
4,00
5,00
6,00
8,00
1,25
1,50
2,00
5,35
5,35
5,65
5,65
5,65
5,80
5,05
5,35
5,35
5200
7530
12050
15642
17310
20424
3016
3419
5327
S235
(375 N/mm2)
TDB-T
Ø 6,3xL
S355
(510 N/mm )
(500 N/mm )
2
Material
Fastener:
Carbon steel 18B3 with
corrosion protected surface
2
Pull-over load Fu (N)
s
–
–
–
–
–
–
100
118
162
Part II
Washer:
Carbon steel 18B3
with vulcanized EPDM
Part I
Washer S16
Size
Head/Drive:
- Hex., 8 mm A/F
Material
St37
(375 N/mm2)
Washer S19
Thickness
Part I
(mm)
–
x
s
–
x
s
0,50
0,63
0,75
0,88
1,00
4060
5500
5920
7720
8490
–
–
–
–
–
5145
6560
6805
9010
9900
–
–
–
–
–
0,50
0,63
4771
6029
190
414
---
–
–
S355
(340N/mm2)
(355N/mm2)
Shear load FQ (N)
Thickness in mm
Material
St37 (375 N/mm )
2
Part I
Part II
–x
s
0,75
4,00
8,00
4,00
8,00
4,00
8,00
4,00
8,00
4570
4590
6520
6250
6740
7280
11270
11220
–
–
–
–
–
–
–
–
0,88
1,00
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
1,25
Shear breaking
load Qb (N)
Tensile breaking
load Zb (N)
x
x = arithmetical mean value
s = Standard deviation
=
13000
x
=
21000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May / 2006 sre/hch
TDBL
Pull-out load FZ (N)
TDBL
Ø 8,6xL
Material
Fastener:
Carbon steel , material number 17B2
DIN 1.5502
Size
Head/Drive:
- Hex., 13 mm A/F
Part II (Subconstruction)
Thickness mm
Pre drill mm
–
x
s
steel S355
0,90
1,00
1,25
Ø 7,5
6,5x10,5
Ø 7,5
1440
2750
5160
76
60
150
steel S235
10,00
Ø 8,0
29400
1000
Material
Shear load FQ (N)
Part II
Part I
Thickness in mm
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Material
Part I
Part II
steel S355
0,90
1,00
2,00
0,90
1,00
2,00
–
x
s
3400
4500
15600
290
290
390
Pre-drill mm
Ø 7,5
Ø 7,5
Ø 7,5
Shear breaking load Qb (N)
x
=
> 26000
Product information
Hole size:
- Components t < 1,25 mm in steel S235 or S355, pre-drilled with Ø 7,5 mm or 6,5 x 10,5 mm slot
- Components t < 3 mm, pre-drilled with Ø 7,5 mm
- Components t ≥ 3 mm,pre-drilled with Ø 8,0 mm
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May 2005 sre/abjo
SDK-S
Pull-out load FZ (N)
Part II (Subconstruction)
Type
SDK2-S
Material
St37
(375 N/mm2)
Alu
SDK2
Ø 6,0xL
SDK3
Ø 6,0xL
Certified in the perm9issions the crease
roofs manufacturer
Type
SDK3-S
Material
St37
(375 N/mm2)
Material
Fastener:
stainless steel A2, 18/8
Size
Head/Drive:
Special square
Alu
Thickness (mm) –x / Klip with 2 Fastener
0,63
0,75
1,00
1,25
0,90
1,20
1,80
s
1327
3740
5290
6730
2210
3480
5610
37
327
317
327
209
213
144
Thickness (mm) x– / Klip with 2 Fastener
s
1,50
1,75
2,00
2,50
3,00
6070
6770
7840
9370
11650
295
197
145
380
495
1,80
2,00
2,50
3,00
5100
6052
8300
10880
180
360
220
260
Tensile breaking load Z (N)
b
x
=
11000
Shear breaking load Q (N)
b
x
x = arithmetical mean value
s = Standard deviation
=
7500
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SXW
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Embedment (mm)
–x
s
20
25
30
1760
2170
2570
190
300
200
Wood
SXW-L12
Ø 6,5xL
SXW
Ø 6,5xL
Pull-over load Fu (N)
Part II
Part I
Admission
SXW
Washer S16
Material
DIBt Z-14.1-4
Thickness
Part I
(mm)
–x
s
0,50
0,75
0,88
4000
6200
7500
–
–
–
0,50
0,75
0,88
1500
2700
3100
–
–
–
Material
Fastener:
stainless steel 1.4301
St 37
Washer:
stainless steel 1.4301
with vulcanized EPDM
Alu
Size
Head/Drive:
Hex., 8 mm A/F
Shear load FQ (N)
(375 N/mm2)
Thickness in mm
Material
2
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
s
0,50
0,75
0,87
1870
2280
2580
130
250
370
0,50
0,77
880
1500
78
85
Part I
St37 (375 N/mm )
Wood
Aluminium (230 N/mm )
Wood
2
Washer S16
–x
Part II
Tensile breaking load Z (N)
b
x
=
16000
Shear breaking load Q (N)
b
x
x = arithmetical mean value
s = Standard deviation
=
12000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
August/2003 sre/hch
RV6604
Pull-out load FZ (N)
Part II (Subconstruction)
Thickness (mm)
–
x
s
Pre drill Ø mm
Alu PE300 1/2h
Alu PE300 1/2h
Alu
1,00
1,25
1,80
1674
1906
2060
47
34
25
5.35
St37 (375 N/mm )
0,50
0,75
1,20
1362
1990
2140
28
55
80
5,35
Material
Admission
DIBt Z-14.1-4
RV6604
2
Material
Sleeve:
AIMg5
Mandrel:
AICuMg1
Size
Shank:
Ø 5,2 mm
Mandrel:
Ø 2,8 mm
Bund:
Ø 11,5 mm
Shear load FQ (N)
FQ
Thickness in mm
Material
Shear load: Figures obtained with
displacement of 3 mm between purlin
and sheet.
FQ
Aluminium
(230 N/mm )
2
St37 (375 N/mm )
2
Part I
Part II
–x
s
1,80
1,80
3020
235
0,75
0,75
2050
44
Tensile breaking load Z (N)
b
x
=
2050
Shear breaking load Q (N)
b
x
x = arithmetical mean value
s = Standard deviation
=
3300
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
August/2003 sre/hch
RV6603
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Alu
St37 (375 N/mm )
2
Thickness (mm)
–
x
s
Pre drill Ø mm
0,70
2300
-
7,90
0,55
3120
-
7,90
Material
Sleeve:
AIMg5
Mandrel:
AICuMg1
Size
Shank:
Ø 7,8 mm
Mandrel:
Ø 4,4 mm
Bund:
Ø 15,7 mm
Tensile breaking load Z (N)
b
x
=
5000
Shear breaking load Q (N)
b
x
x = arithmetical mean value
s = Standard deviation
=
6800
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SXC
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Thickness (mm)
–x
s
1,5
2,0
3,0
4,0
2300
4000
7200
10280
85
150
185
1035
St37 (375 N/mm )
2
Pull-over load Fu (N)
Part II
Part I
SXC5
Ø 5,5xL
Admission
DIBt Z-14.4-407
Material
SXC5
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
St37
(375 N/mm2)
Alu
(230 N/mm2)
Washer S16
Washer S19
Washer S22
–
x
s
–
x
s
–
x
s
0,50
0,62
0,75
0,87
4100
4800
6300
6600
495
345
540
530
4200
5100
7000
7100
500
655
865
735
3900
5100
–
–
255
265
–
–
0,50
0,65
0,70
0,80
1,00
1400
1900
2400
2400
–
185
175
240
240
–
1300
1900
2100
2700
3300
125
260
240
310
290
1400
1900
2200
–
3500
140
185
225
–
315
Blechdicke
Part I
(mm)
Max. deflection (mm)
Panelendicke (mm)
1,5 mm ≤ t ≤ 4 mm
Material
a (mm)
St37 (375 N/mm )
2
40
60
80
4
6
8
Tensile breaking load Z (N)
b
x
=
17500
x
=
10900
Shear breaking load Q (N)
b
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SXCW
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Embedment (mm)
–x
s
50
50
5800
6500
585
325
Washer S16
Washer S19
Washer S22
x–
s
x–
s
–x
s
4100
5100
1300
1600
280
225
120
300
4200
5700
1200
1400
280
510
100
95
4100
6400
1000
1300
560
650
180
170
Timber
Leimbinder
Pull-over load Fu (N)
Part II
Part I
SXCW
Ø 6,5xL
Admission
DIBt Z-14.4-407
Material
SXCW
Material
Fastener:
stainless steel A2, 18/8
Material number, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
St37
(375 N/mm2)
Alu
(230 N/mm2)
Blechdicke
Part I
(mm)
0,50
0,62
0,50
0,62
Tensile breaking load Zb (N)
Size
Head/Drive:
- Hex., 8 mm A/F
- L12 Head (Ø 12 mm) irius® Drive
x
=
17500
x
=
10900
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
November/2005 sre/abjo
SCFW
Pull-out load FZ (N)
Part II (Subconstruction)
Type
Material
Embedment (mm)
–
x
s
SCFW
Timber
38
45
49
53
2700
3830
4500
5700
–
--
Tensile breaking load Z (N)
b
x
= 21150
SCFW
Ø 6,5xL
Admission
DIBt
SCFW
Z-31.1-47, 31.1-137
Z-31.1-52, 31.1-142
Z-31.1-128, 31.1-130
Material
Fastener:
SCFW: Carbon steel, hot dip galvanised
SCFW-S: Material number 1.4301, AISI 304
Shear breaking load Q (N)
b
x
=
11000
Washer: BAZ
stainless steel A2
with vulcanisedEPDM
Size
Head/Drive:
Hex., 8 mm A/F
Washer:
BAZ Ø 25 mm
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SCFW-S
Pull-out load FZ (N)
Part II (Subconstruction)
SCFW
Ø 5,0xL
Type
Material
Embedment (mm)
–x
s
SCFW-S
Timber
30
1790
145
Tensile breaking load Zb (N)
Material
Fastener:
SCFW-S: stainless steel A2
Material number 1.4301, AISI 304
Washer: A12
Aluminium
with vulcanisedEPDM
x
= 7000
Shear breaking load Qb (N)
Size
Head: Ø10 mm
Drive: T20W
Washer:
A12 Ø12 mm
x = arithmetical mean value
s = Standard deviation
x
=
5000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SCF3/SCF12
Pull-out load FZ (N)
Part II (Subconstruction)
Type
SCF3
Material
Thickness (mm)
–x
s
St37
1,5
3,0
3,0
3120
6300
6220
125
340
440
(375 N/mm2)
SCF12
St37
(375 N/mm2)
Tensile breaking load Zb (N)
x
SCF3
Ø 6,3xL
SCF12
Ø 6,3xL
= 21150
Shear breaking load Qb (N)
Material
Fastener:
Carbon steel 18B3
Washer: BAZ
stainless steel A2
with vulcanised EPDM
x
=
11000
Size
Head/Drive: Hex.,
8 mm A/F
Washer:
BAZ Ø 25 mm
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
TT/TTN
Pull-out load FZ (N)
Part II (Subconstruction)
Material
TTN-A-D16
TT
Embedment (mm)
–x
s
4,0
4600
400
6,0
8800
450
TTN
Test certificate ETB
Material
Fastener:
stainless steel A2
Material number 1.4301
Tensile breaking load Zb (N)
Washer:
stainless steel with
aufvulkanisiertem EPDM
x
= 10200
Sleeve TTN:
AlMg5
Size
Schraube: TT-S-D12-5xL
Head: Ø 12
Innenangriff: T20
Washer:
Sleeve TTN-A-D16
Ø 16 mm
x = arithmetical mean value
s = Standard deviation
Shear breaking load Qb (N)
x
=
6290
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2004 sre/abjo
ASO
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Type
Material
ASO
St37
Ø 4,8 mm
ASO
Ø 4,8xL
(375 N/mm2)
Thickness (mm)
–
x
s
0,75
1260
56
Shear load FQ (N)
Pre drill- Ø mm
4,9
FQ
Material
Sleeve:
Aluminium AlMg3
Mandrel:
stainless steel A3
Material number 1.4541
Size
Shank:
Ø 4,0/4,8 mm
FQ
Type
ASO
Ø 4,8 mm
Material
Alu
Part I
(230 N/mm )
2
St37 (375 N/mm )
2
Thickness in mm
Part II
x–
s
1,8
1,8
2020
40
0,75
0,75
0,75
3,0
2337
1820
162
60
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Head:
Ø 8,0/9,5 mm
Tensile breaking load Zb (N)
Zb
b
Z
Ø 4,0
Ø 4,8
x
x
Shear breaking load Qb (N)
= 1420
= 1950
Qb
Qb
Ø 4,0
Ø 4,8
x = arithmetical mean value
s = Standard deviation
x
x
= 1120
= 1480
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2004 sre/hch
ASO-D11/D14
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Type
ASO
Material
St37
Thickness (mm)
–
x
s
Pre drill- Ø mm
(375 N/mm2)
5,1
ASO
Ø 5,0xL
Shear load FQ (N)
FQ
FQ
Mandrel:
stainless steel A3
Material number 1.4541
Size
Shank:
Ø 5,0 mm
Head:
Ø 11/14 mm
Type
Material
Part I
Thickness in mm
–
Part II
x
s
Shear load Figures obtained with displacement of 3 mm Part I und
Part II
Tensile breaking load Zb (N)
Z
Material
Sleeve:
Aluminium AlMg3
Zb
b
x
Shear breaking load Qb (N)
= 2500
Qb
Qb
x
x = arithmetical mean value
s = Standard deviation
= 1650
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
ASC
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Type
ASC
Ø 4,8 m
Thickness (mm)
x–
s
Pre drill-Ø mm
Alu
(230 N/mm )
1,80
2350
120
Alu
(230 N/mm2)
3,00
3020
125
ASC
St37 (375 N/mm )
Ø 4,8 mm
0,75
1130
80
1,20
2170
105
2
2
ASC
Ø 4,8xL
Admission
DIBt Z-14.1-4
Material
4,9
ASC
Material
Sleeve:
AlMg5
Mandrel:
stainless steel A3
Material number 1.4541
Size
Shank:
Ø 4,8 mm
Head:
Ø 9,5 mm
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
Shear load FQ (N)
FQ
FQ
Type
ASC
Ø 4,8 mm
ASC
Ø 4,8 mm
Thickness in mm
x–
Material
Part I
Part II
s
Alu
1,8
4,00
2700
85
0,75
5,00
2650
85
(230 N/mm2)
St37
(375 N/mm2)
Tensile breaking load Zb (N)
Z
Ø 4,8
Zb
b
x
Shear breaking load Qb (N)
= 3400
Qb
Qb
Ø 4,8
x = arithmetical mean value
s = Standard deviation
x
= 2400
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May/2006 sre/abjo
AAC
AAC
Ø 4,8xL
Material
Sleeve:
EN AW-1050 A
Mandrel:
Al
Size
Shank:
Ø 4,8 mm
Head:
Ø 9,5 mm
Mandrel:
Ø 2,7 mm
Predrill:
Ø 4,9 mm
Z
Tensile breaking load Zb (N)
Zb
b
1400
Shear breaking load Qb (N)
Qb
Qb
1000
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2004 sre/abjo
ATO
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Type
Material
ATO Ø 4,8 mm Alu (230 N/mm )
2
Thickness (mm)
–
x
s
Pre drill-Ø (mm)
1,80
2140
55
4,9
ATO
Ø 4,8xL
Material
Sleeve:
ATO – AIMg3
Mandrel:
ATO – Carbon steel zinced
Shear load FQ(N)
FQ
Size
Shank:
Ø 4,8 mm
Head:
Ø 9,5 mm
FQ
Type
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
ATO
Ø 4,8 mm
Thickness in mm
–
Part II
x
Material
Part I
Alu
1,80
4,00
1950
85
St37
0,75
4,00
1820
65
(230 N/mm2)
s
(315 N/mm2)
Tensile breaking load Zb (N)
Z
Ø 4,8 mm
Ø 5,0 mm
Shear breaking load Qb (N)
Zb
b
x =
x =
1950
2955
Qb
Qb
Ø 4,8 mm
Ø 5,0 mm
x = arithmetical mean value
s = Standard deviation
x
x
=
=
1480
1858
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
ATC
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Type
ATC
Ø 3,2 mm
ATC
Ø 4,0 mm
ATC
Ø div.xL
Admission
DIBt Z-14.1-4
ATC
Ø 4,8 mm
ATC (only Ø 4,8 mm)
Material
Sleeve:
Aluminium AIMg5
Mandrel:
Carbon steel
Size
Shank:
Ø 3,2/4,0/4,8 mm
Head:
Ø 6,5/8,0/9,5 mm
ATC
Ø 3,2 mm
ATC
Ø 4,0 mm
ATC
Ø 4,8 mm
Thickness (mm)
–
x
s
Pre drill-Ø (mm)
Alu
(230 N/mm2)
1,80
1340
95
3,3
Alu
(230 N/mm2)
3,00
1335
140
3,3
Alu
(230 N/mm2)
,80
2010
70
4,1
Alu
(230 N/mm2)
3,00
2250
130
4,1
Alu
(230 N/mm2)
1,80
2510
85
4,9
Alu
(230 N/mm )
3,00
3250
190
4,9
St37 (375 N/mm )
0,75
880
35
3,3
St37 (375 N/mm )
1,20
1300
52
3,3
St37 (375 N/mm )
0,75
1050
55
4,1
St37 (375 N/mm )
1,20
1850
85
4,1
St37 (375 N/mm )
0,75
1240
70
4,9
St37 (375 N/mm )
1,20
2330
190
4,9
2
2
2
2
2
2
2
Shear load FQ(N)
FQ
FQ
Type
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
Material
Material
Part I
St37
0,75
3,00
1300
85
0,75
4,00
1970
100
0,75
8,00
2530
84
ATC
Ø 3,2 mm
(375 N/mm2)
ATC
Ø 4,0 mm
(375 N/mm2)
ATC
Ø 4,8 mm
Thickness in mm
–
Part II
x
St37
St37
s
(375 N/mm2)
Tensile breaking load Zb (N)
Zb
b
Z
Ø 3,2
Ø 4,0
Ø 4,8
x
x
x
Shear breaking load Qb (N)
= 1350
= 2500
= 3400
Qb
Qb
Ø 3,2
Ø 4,0
Ø 4,8
x = arithmetical mean value
s = Standard deviation
x
x
x
= 1100
= 1650
= 2400
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
TTO
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Type
Ø 4,8 mm
Material
St37
Thickness (mm)
0,75
x–
890
s
33
St37
1,20
1820
50
Pre drill-Ø (mm)
4,9
TTO
Ø 4,8xL
Material
Sleeve:
TTO – Steel zinced
Material number 1.0303
Mandrel:
TTO – Carbon steel zinced
Size
Shank:
Ø 3,2/4,8 mm
Head:
Ø 6,5/9,5 mm
Shear load FQ(N)
FQ
FQ
Type
TTO
Ø 4,8 mm
Material
Part I
St37
0,75
Thickness in mm
–x
Part II
4,00
s
3570
50
(375 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Tensile breaking load Zb (N)
Zb
b
Z
Ø 3,2
Ø 4,8
x
x
Shear breaking load Qb (N)
= 1550
= 3850
Qb
Qb
Ø 3,2
Ø 4,8
x = arithmetical mean value
s = Standard deviation
x
x
= 1060
= 2900
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
June/2004 sre/abjo
TTC
TTC
Ø 4,8xL
Material
Sleeve:
Carbon steel
Material number
Mandrel:
Carbon steel
Material number
Size
Shank:
Ø 4,8 mm
Head:
Ø 9,5 mm
Tensile breaking load Zb (N)
Zb
b
Z
Ø 4,8
x
Shear breaking load Qb (N)
= 2800
Qb
Qb
Ø 4,8
x
= 2400
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SSC
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Type
SSC
Ø 4,8 mm
Admission
DIBt Z-14.1-4
x–
s
St37 (375 N/mm )
2
0,75
460
50
St37 (375 N/mm )
1,20
1030
120
2
Shear load FQ(N)
SSC
Material
Sleeve:
stainless steel A2
Material number 1.4301
Mandrel:
stainless steel C1
Material number 1.4021
Size
Shank:
Ø 3,2/4,0/4,8 mm
Head:
Ø 6,0/8,0/9,5 mm
Pre drill-Ø (mm)
4,9
FQ
FQ
Type
Material
Part I
SSC
Alu
Ø 4,8 mm
St37 (375 N/mm )
(230 N/mm2)
2
Thickness in mm
–x
Part II
s
1,80
1,80
4100
260
1,20
1,20
3400
160
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Tensile breaking load Zb (N)
Z
SSC
Ø 4,8xL
Thickness (mm)
Material
Zb
b
Ø 3,2
Ø 4,0
Ø 4,8
Shear breaking load Qb (N)
x
x
x
= 2500
= 4000
= 5500
Qb
Qb
Ø 3,2
Ø 4,0
Ø 4,8
x = arithmetical mean value
s = Standard deviation
x
x
x
= 2000
= 3000
= 4500
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Mai 2004 sre/hch
SSO
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Material
St37 (375 N/mm )
2
SSO
Ø 4,8xL
Material
Sleeve:
stainless steel A2
Materialnummer 1.4301, AISI 304
Mandrel:
stainless steel A3
Materialnummer 1.4541
Size
Shank:
Ø 4,8 mm
Head:
Ø 9,5mm
x–
s
0,50
501
21
0,75
873
27
1,00
1250
27
1,25
1711
26
1,50
2358
129
2,00
4017
103
Thickness (mm)
Pre drill- Ø mm
St52 (550 N/mm )
0,55
1091
26
(170 N/mm2)
2,00
4191
76
2
Shear load FQ (N)
4,9
FQ
FQ
Thickness (mm)
Material
Part I
St37 (375 N/mm )
2
2,00
Part II
0,50
x
–
s
1296
113
(550/170 N/mm2)
2,00
0,55
2243
438
(170/550 N/mm2)
0,55
2,00
3669
55
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Z
Tensile breaking load Zb (N)
Zb
b
x =
Shear breaking load Qb (N)
5400
Qb
Qb
x = 4250
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
CNSO
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Type
CNSO
Ø 4,8 mm
Material
Sleeve:
Kupfer/Nickel 30 Fe
Material number 2.0882
Mandrel:
stainless steel A3
Material number 1.4541
x–
s
St37 (375 N/mm )
0,75
820
19
St37 (375 N/mm )
1,20
1620
60
2
2
Shear load FQ(N)
4,1
Part II
FQ
Type
Material
CNSO
St37 (375 N/mm )
Ø 4,0 mm
2
Size
Shank:
Ø 4,0 mm
Head:
Ø 8,0 mm
Pre drill-Ø (mm)
FQ
Part I
Thickness in mm
–x
Part I
Part II
0,75
3,00
s
2730
95
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Tensile breaking load Zb (N)
Z
CNSO
Ø 4,8xL
Thickness (mm)
Material
Zb
b
Ø 3,2
Shear breaking load Qb (N)
x
= 2710
Qb
Qb
Ø 3,2
x = arithmetical mean value
s = Standard deviation
x
= 4950
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
GA-AS
Pull-out load FZ (N)
Part II (Subconstruction)
Material
GA-AS
Ø 6,5xL
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Thickness (mm)
Pre drill-Ø 2,5 mm
–x
s
Pre drill-Ø 4 mm
–x
s
Alu
(230 N/mm2)
3,00
3400
52
–
–
St37
(375 N/mm )
0,75
1,00
1,25
1785
2806
3940
39
78
140
1373
2246
3170
49
69
128
Embedment (mm)
25
35
–
–
–
–
2290
4070
–
–
Part II
–x
s
3,00
4060
5420
7090
8780
–
–
–
–
–
–
2
Wood
Shear load FQ (N)
Size
Head/Drive:
Hex., 3/8” (9,5 mm) A/F
Washer:
Ø 16 mm
Shear load: Figures obtained with
displacement of 3 mm between purlin
and sheet.
Thickness in mm
Material
Part I
St37
0,63
0,75
1,00
1,25
1,50
(375 N/mm2)
Part II
x–
s
1,00
3210
4520
5040
5100
5130
–
–
–
–
–
Tensile breaking load Zb (N)
x
=
16000
Shear breaking load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
=
12000
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
GA-BS
Pull-out load FZ (N)
Part II (Subconstruction)
Material
St37
Thickness (mm)
–x
s
Pre drill Ø
2,00
4,00
5,00
6,00
8,00
3880
14090
17590
16140
20660
5
51
70
27
59
4,90
5,35
5,65
5,80
5,80
(375 N/mm2)
GA-BS
Ø 6,3xL
Material
Fastener:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
Washer:
stainless steel A2, 18/8
Material number 1.4301, AISI 304
with vulcanized EPDM
Size
Head/Drive:
Hex., 3/8” (9,5 mm) A/F
Pull-over load Fu (N)
Part II
Part I
Washer S16
Material
St37
Sheet thickness
Part I
(mm)
–x
s
0,50
0,63
0,75
0,88
1,00
4060
5500
5920
7720
8490
–
–
–
–
–
(375 N/mm )
2
Washer:
Ø 16 mm
Shear load FQ (N)
Thickness in mm
Material
Part I
St37 (375 N/mm )
2
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
0,75
0,88
1,00
1,25
Part II
4,00
Washer S16
–
x
s
4570
6520
6740
11270
–
–
–
–
Tensile breaking load Z (N)
b
x
=
16000
Shear breaking load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
=
12500
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
MB/MBR
(SDF–K)
Pull-out load FZ (N)
(permissible loads
for single pegs)
Part II (Subconstruction)
MBR
MB/MBR
Admission
DIBt Z-21.2-177
Brick
Lime stone
Concrete Ž B15
–
600
600
800
70 mm
70 mm
50 mm
–
–
–
10,50
10,50
10,50
Shear load Fq (N)
MB/MBR
Material
Peg sleeve:
high quality Polyamid
Fastener:
steel galvanized or
stainless steel 1.457, A4
Size
Head/Drive:
Torx TX40 or
Hex. 6 mm A/F
x = arithmetical mean value
s = Standard deviation
Thickness in mm
Material
MB and steel galvanised
MBR
steel not rosting A4
x–
s
5030
7040
–
–
Consider additionally the load-carryng capacity of the brick work.
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
October 2005 sre/abjo
TW–S/TW–A4
Pull-out load FZ (N)
Part II (Subconstruction)
Type
TW–S
Ø 4,8xL
and
Ø 6,0xL
TW–A4
Ø 4,8xL
Admission
DIBt Z-31.1-79
Admission
DIBt Z-33.2-10, 33.2-17
TW-S
Size
Drive:
Torx T20W
Head:
Ø 12 mm
Shear load: Figures obtained with
displacement of 3 mm between purlin
and sheet.
s
13
26
31
41
51
1277
3023
3671
4643
5877
94
108
160
174
235
35
4659
150
Embedment
(mm)
TW–S Ø 4,8
and TW–A4
Timber
11%
TW–S Ø 6,0
Timber
6,5%
TW-A4
Material
Fastener:
TW-S: stainless steel A2,
Material number 1.4567, AISI 304
TW-A4: stainless steel A4,
Material number 1.4578, AISI 316
–
x
Material
Shear load FQ (N)
Thickness in mm
Material
Part I
Part II
–x
s
TW–S Ø4,8
Eternit
Wood
8 (mm)
Eternit
30 (mm)
Wood
1180
370
TW–A4
Eternit
Wood
8 (mm)
Eternit
30 (mm)
Wood
1590
70
Type
Tensile breaking load Zb (N)
Ø 4,8 TW-S
x
Ø 6,0 TW-S
x
TW-A4 x
=
=
=
7100
10249
7100
Shear breaking load Qb (N)
TW-S
TW-A4
x = arithmetical mean value
s = Standard deviation
x
x
=
=
5400
5400
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Mai/2004 sre/abjo
AP 11
Pull-out load FZ (N)
Fz
Part II (Subconstruction)
Material
Alu
(230 N/mm2)
St37
–
x
s
1,80
2340
60
0,75
1,20
1,50
1230
2290
3382
53
110
43
Shear load FQ (N)
AP11
Ø 5,0xL
Admission
DIBt
Thickness (mm)
Pre drill-Ø (mm)
5,1
FQ
AP11
Z-14.1-4 / Z-31.1-56
FQ
Thickness in mm
Size
Shank:
Ø5 mm
Head:
Ø11 mm
Material
Part I
Part II
–
x
s
Alu
1,80
12,00
2750
48
0,75
12,00
2840
95
St37
(230 N/mm2)
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Tensile breaking load Z (N)
b
Z
Material
Sleeve:
AIMg5
Mandrel:
stainless steel A3
Material number 1.4541
Zb
b
x
s
Shear breaking load Q (N)
b
= 3785
=
36
Qb
Qb
x
s
x = arithmetical mean value
s = Standard deviation
= 2384
=
32
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Februar/2003 sre/abjo
AP 14
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Alu (230 N/mm )
2
St37
Admission
DIBt
AP14
Z-33.2-10, Z-33.2-17,
Z-33.2-177
Material
Sleeve:
AIMg5
Mandrel:
stainless steel A3,
Material number 1.4541
Size
Shank:
Ø5 mm
Head:
Ø14 mm
–
x
s
Pre drill-Ø (mm)
1,50
1,80
2,40
0,75
1,20
1,50
2038
2460
3926
1400
2470
2659
95
105
16
50
144
140
5,1
Shear load FQ (N)
FQ
FQ
Thickness in mm
Material
Alu (230 N/mm )
2
Part I
Part II
–x
s
1,80
12,00
2700
150
St37
0,75
12,00
2700
145
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Tensile breaking load Z (N)
b
Z
AP14
Ø 5,0xL
Thickness (mm)
Zb
b
x
s
Shear breaking load Q (N)
b
= 3926
=
16
Qb
Qb
x
s
x = arithmetical mean value
s = Standard deviation
= 2558
=
60
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Februar/2003 sre/abjo
AP 16
Pull-out load FZ (N)
Part II (Subconstruction)
Thickness (mm)
x–
Alu (230 N/mm )
1,80
2410
65
St37
0,75
1210
75
St37
1,20
2360
75
Material
2
AP16
Ø 5,0xL
Pre drill-Ø (mm)
5,1
FQ
AP16
Z-33.2-10, Z-33.2-17
Material
Sleeve:
AIMg5
Mandrel:
stainless steel A3
Material number 1.4541
Size
Shank:
Ø 5 mm
Head:
Ø 16 mm
FQ
Material
Part I
Part II
Thickness in mm
–
x
s
Alu (230 N/mm )
1,80
10,00
2800
75
St3
0,75
10,00
2710
85
2
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Tensile breaking load Zb (N)
Z
Admission
DIBt
Shear load FQ (N)
s
Zb
b
x
s
Shear breaking load Qb (N)
=
=
3720
19
Qb
Qb
x
s
x = arithmetical mean value
s = Standard deviation
=
=
2414
51
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
May 2005 sre/abjo
Oktober/2002 sre/abjo
SDA 3–S4
SDA
Ø 4,8xL
Material
SDA
Ø 4,8xL
Alu (230 N/mm2)
2,00
3,00
1870
3900
100
115
Alu (240-280 N/mm2)
1,00
1,25
2,00
800
1430
1587
48
97
46
Material
Fastener:
stainless steel A4, 18/8
Material number 1.4401, AISI 316
Washer:
Alu, with vulcanized EPDM
Size
Head/Drive:
Hex., 8 mm A/F
Dicke (mm)
x
Shear load FQ (N)
s
Part II
Part I
Thickness in mm
Material
Alu (230 N/mm2)
Part I
Part II
–
x
s
4
2
–
4900
70
Shear load: Figures abtained with displacement of 3 mm between Purlin and sheet.
Tensile breaking load Zb (N)
x
= 8500
Shear breaking load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
= 5800
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober/2002 sre/abjo
SDA 3–S
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Alu 230 N/mm
2
SDA
Ø 4,2xL
Thickness (mm)
–x
s
1,5
2,0
3,0
1500
2400
3400
50
50
50
Material
Fastener:
stainless steel A2, 18/8
AISI 304
Washer:
Alu, with vulcanized EPDM
Size
Head/Drive:
Lens head Ø 9 mm, Torx T20W
Tensile breaking load Zb (N)
x
=
4800
Shear breaking load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
=
3900
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
August 2004 sre/abjo
Oktober/2002 sre/abjo
SDA 3-SR2
Pull-out load FZ (N)
Part II (Subconstruction)
Material
Thickness (mm)
Alu (230 N/mm2)
SDA3
Ø 4,8x48
2
s
2417
Shear load FQ (N)
Material
Fastener:
stainless steel A4,
Material number 1.4578, AISI 316
Size
Head/Drive:
Counter sunk Ø10 mm, SR2 Drive
x
103
Part II
Part I
Thickness in mm
Material
I) Wood
Part I
Part II
–
x
s
27
2
1680
110
II)Alu
Shear load: Figures obtained with displacement of 3 mm between purlin and sheet.
Pull-over load Fu (N)
Part II
Part I
Material
(mm)
Wood/Alu
Part II
(mm)
27,0
Part I
–x
s
2,00
1903
299
Tensile breaking load Zb (N)
x
= 8200
x
= 6300
Shear breaking load Qb (N)
x = arithmetical mean value
s = Standard deviation
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
August 2004 sre/abjo
SLA3–S4
Pull-out load FZ (N)
SLA3
Ø4,2xL
Material
Fastener:
Length 19 mm/21 mm:
stainless steel S4 = A4,
Material number 1.4401, AISI 316
Part II (Subconstruction)
Length L
(mm)
Ø
(mm)
Material
19
4,2
AlMg
Thickness (mm)
3,0
–
x
s
3367
128
Size
Head/Drive:
Lenshead, SR2 Drive
Shear load FQ (N)
Part II
Part I
Thickness in mm
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
x = arithmetical mean value
s = Standard deviation
Length L
Ø
(mm)
(mm)
19
4,2
Material
AlMg
Part I
(mm)
4,0
Part II
(mm)
3,0
–
x
s
8288
146
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Oktober 2002 sre/abjo
SLA5–S4
Pull-out load FZ (N)
Part II (Subconstruction)
SLA5
Ø div.xL
Material
Fastener:
Length 19 mm/21 mm:
stainless steel S4 = A4,
Material number 1.4401, AISI 316
Length 25 mm:
stainless steel S = A2,
Material number 1.4301, AISI 304
Size
Head/Drive:
Hex., 8 mm A/F
–x
s
1,8
2,0
3,0
2200
2220
3900
170
120
150
AlMg
2,0
3,0
4,0
2630
3980
7430
120
160
220
AlMg
2,0
5,0
2070
7030
200
320
Length L
(mm)
Ø
(mm)
Material
19
6,0
AlMg
21
6,0
25
5,5
Thickness (mm)
Shear load FQ (N)
Thickness in mm
Length L
Ø
(mm)
(mm)
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
Material
Part I
Part II
–x
s
19
6,0
AlMg
4
2
4700
190
21
6,0
AlMg
4
2
4400
120
25
5,5
AlMg
6
5
5900
280
Tensile breaking load Zb (N)
L19 x
L21 x
L25 x
= 10000
= 10000
= 9600
Shear breaking load Qb (N)
L19 x
L21 x
L25 x
x = arithmetical mean value
s = Standard deviation
= 7000
= 8000
= 7600
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
Technical value
Februar/2004 sre/hch
TU-S
Pull-out load FZ (N)
Remarks:
Values determinated in the centre of plate.
Pre-drill-Ø
6,0 mm
*Support ring-Ø
200 mm
**Support ring-Ø
350 mm
Panel thickness (mm)
Embedment (mm)
–x
s
Trespa Meteon
8
8
10
13
5,5
5,5
5,5
5,5
1858*
1716**
2609**
3621**
104
49
252
191
Prodema
8
10
12
5,5
6,5
9,5
1701**
2244**
2536**
129
292
431
Formica
10,5
5
1924*
264
Max Exterior
8
10
10
5,5
5,5
5,5
1654**
2626**
2886*
160
58
211
Resopal
8
10
5,5
5,5
1951*
2379*
248
267
Abet Laminati
8
5,5
2223*
140
Arpa
8
10
5,5
5,5
1449**
2014**
118
61
Gurea
10
13
5,5
5,5
1439**
2673**
162
121
Lable
TU-S
Material
Sleeve:
stainless steel A4,
Material number 1.4401, AISI 316
Mandrel:
Carbon steel zinced
Size
Head/Drive:
Hex., 8 mm A/F
Mandrel:
Ø 3,3x50
All values are arithmetical mean values x of the failure load in N.
Shear load FQ (N)
Thickness in mm
Shear load: Figures obtained with displacement of 3 mm between purlin and
sheet.
Material
Part I
Part II
–x
Alu
Trespa5
8
5840
180
s
Tensile breaking load Zb (N)
x
= 8780
Shear breaking load Qb (N)
x
x = arithmetical mean value
s = Standard deviation
= 6530
All stated values are x values, representing the arithmetical mean value from laboratory
testing concluded up to now, appropriate safety margins should be applied for field
conditions. Consult also your country’s approval documents.
© SFS intec 2005 Technische Änderungen vorbehalten
RC 33.00.05 / Gedruckt in der Schweiz
SFS intec AG / CH-9435 Heerbrugg / Tel +41 71 727 57 26 / Fax +41 71 727 53 83 / www.sfsintec.biz/fs