sTrudynA
Tension plATE
Architectural High Tensile Tension Plate Systems
Tension plATe V1.0
Intro page 2-4.
Menu page 5.
Technical Data page 6-13.
Components page 14-22.
sTrudynA
STRUCTURAL TENSION PLATE SYSTEMS 1. Welding system:
2. Directly fixing into concrete:
90°
SCT1
45°
45°
90°
SC SCTB
SCTA
SCTE
SCTF
3. Fixing Tension Plate with Struduna Anchor Base Plate:
90°
SCP1
SC SCTB
SC SCTC
SCP1
SCTF
90°
SCP2
90°
45°
SC SCTC
45°
SC SCTG
45°
SC SCTG
90°
SCP3
SC SCTD
45° SC SCTH
Stainless Stee Steel Tension plate system Structural Tensile plate systems complete the tie back solution for all the Strudyna architectural high tensile tie-rod system. The welding system was designed so it can be welded on site as required for any project. The carefully designed and engineered cast tension plate range has been specifically produced for work in conjunction with Strudyna Architectural tie-rod systems.
strudyna.com
page 2
ARCHITECTURAL HIGH TENSILE TENSION PLATE SYSTEMS Structure Welding Tension plate
SCT1 1. Welding system:
Load
316L stainless steel is used the welding process because of the low carbon content of 316. Stainless steel 316L is also well suited for use with heavy gauge (more than 6mm) welded components. It’s more resistant to carbide precipitation and can be used in the 425 – 860 degrees centigrade range. Because of these and other desirable properties, 316L should also be used if there is any threat of corrosion in the areas affected by the heat of welding.
SCTA
Edge
45°
90°
hef
hmin
h1
SCTE
45°
90°
SC SCTB
SCTF
2. Directly fixing into concrete: Strudyna Tension Plates are designed to be used with a chemical anchor, fixed directly into concrete. NB: When using tension plates in this way, there is a maximum +/-5 degrees angle of load that the plates can operate. For example, a 45 degree tension plate can have load pull from range 40-50 degrees, 90 from 85-95 degrees.
90°
SC SCTC
SCP1
45°
SC SCTG 3. Fixing Tension Plate with Struduna Anchor Base Plate: Strudyna tension plates can be attached to anchor base plates for certain applications, before fixing to concrete with a chemical anchor. This is recommended for rod systems with diameter in the M20-M60 range. In this form, there is again a max +/- 5 degree variation in angle of load. For example, a 45 degree tension plate can have load pull from range 40-50 degrees, 90 from 85-95 degrees.
strudyna.com
page 3
TECHNICAL DATA Choosing the right tension plate systems
Any specified rod system must be fit for purpose and designed in such a way that it passes structural requirements as a bare minimum. The tension plate component of any system is as important as the fork or the rod.
Tension plate system Welding
Chemical Anchor Base
Item
Item
Tie Back Plate Angle 45° 90°
Size
Design purpose
Material AISI 316
Duplex
M6 - M10
AISI 316
-
M12
AISI 316
-
M16
AISI 316
Duplex
M20 - M60
AISI 316
Duplex
Commercial building Resident building ; Public buildings.
M6 - M10
AISI 316
-
House or small buildings
M12 - M16
AISI 316
-
House and medium buildings
M16
-
Duplex
House and medium buildings
M20 - M22
AISI 316
-
M24 - M39
AISI 316
-
Item
1. Welding system:
-
-
-
SCT1
House or small buildings House and medium buildings
2. Directly fixing into concrete:
90° SCTA
-
45°
SCTE
45° SC SCTF
90°
SC SCTB
3. Fixing Tension Plate with Struduna Anchor Base Plate:
90°
SC SCTB SCP1
45° SC SCTF
45°
90°
SC SCTC
SC SCTG
SCP1
45°
90°
SCP2
SC SCTC
SCTG SC
90°
SC SCTD
Plate By structural engineer
90°
SC SCTD Tap : 86.0, 87.0
-
Duplex
M42 - M48
AISI 316
-
M42 - M60
-
Duplex
M52 - M60
AISI 316
-
45°
SC SCTH
SCP3
M20 - M39
45°
SC SCTH
Commercial building Resident building ; Public buildings.
strudyna.com
page 4
STRUCTURAL TENSION PLATE 90° SYSTEMS 45° SCTB page 16 SCTH page 20
MENU Technical Data page 6-13.
Menu page 5.
Intro page 2-4.
Components page 14-22.
COMPONENTs Tension Plate
Tie Back Plate Angle 90°
90°
90° SCT1
SC SCTB
SCTA PAGE 16
PAGE 15
PAGE 16
90°
90° SC SCTD
S SCTC PAGE 17
PAGE 18
Tie Back Plate Angle 45°
45°
SCTE PAGE 19
45°
45° SCT SCTF
45°
SCT SCTG
PAGE 19
PAGE 17
SCT SCTH PAGE 20
Chemical Anchor Base
SCP1 PAGE 21
SCP2 PAGE 21
SCP3 PAGE 22
strudyna.com
page 5
TECHNICAL DATA Tension plate system RDS
P2H
Am
B3
Basic
Below is a tabled digest of the Strudyna Tension & Anchor plates and ancillary items. Use the table to help make your product selection; each row details the products types and the sizes that will work in conjunction with the Tension Plate System. The table also outlines when a Chemical Anchor Base is required.
Strudyna products combinations Tension Plate Size
Order No.
M6
SCT SCT1 0006-L030
M8
SCT1 0008-L040
M10
Chemical Anchor Base Order No.
0010-L045
Order No.
90° SC SCTA 0006-D007
-
45° SCTE 0006-D007
1/4"
SCTA 0008-D009 SCTE 0008-D009 0010-D011
0010-D011
M16
M20 M22
SCT1
SCT1
0016-L065
-
SCT SCT1
SCP1
0012-L055
0020-L075 0022-L090
SCP1
SCTB 0012-D013 SCTF 0012-D013 0016-D017 0016-D017
0020-0012 0022-0012
90° S SCTC SCTC
0020-D021 0022-D024
RDS
P2H
Am
B3
Basic
-
-
1/4"
-
M6
5/16"
-
-
5/16"
-
M8
3/8"
-
-
3/8"
-
M10
1/2"
-
-
1/2"
-
M12
5/8"
-
M16
5/8"
-
M16
3/4"
-
M20
3/4"
M20
M20
7/8"
M22
M22
45° SCTF SC
90° SC SCTB
SCT SCT1 M12
Combitions with Strudyna products Size
Tie Back Plate Angle
45° SC SCTH SCTG
0020-D021 0022-D024
7/8"
-
M22
1"
M24
M24
-
M24
M24
M24
0024-L100
0024-0012
0024-D027
45° SC SCTG 0024-D027
M27
0027-L110
0027-0014
0027-D029
0027-D029
-
M27
M27
-
M27
-
M30
SCT1 0030-L130
SCTC 0030-D032 SCTG 0030-D032
-
M30
-
-
M30
-
M33
0033-L140
0033-0016
0033-D034
0033-D034
M33
-
M33
-
M36
0036-L150
0036-0016
0036-D038
0036-D038
-
M36
-
-
M36
-
M39
0039-L160
0039-0020
0039-D041
0039-D041
-
M39
M39
-
M39
-
SCP2
SCT SCT1
SCP2
SCT SCT1
0030-0016
SCP3
90° S SCTC
90° SC SCTD
1 1/4" M33
45° SC SCTH
M42
0042-L170
0042-0020
0042-D044
0042-D044
-
M42
M42
-
-
-
M45 M48 M52 M56 M60
0045-L180
0045-0024
0045-D047
0045-D047
-
M45
M45
-
M45
-
SCTD 0048-D050 SCTH 0048-D050
-
M48
M48
-
-
-
M52
-
SCT1 0048-L190 0052-L200 0056-L210 0060-L220
SCP3
0048-0024 DESIGNED BY STRUCTURAL ENGINEER
M52
M52
-
0052-D054
0052-D054
-
0056-D058
0056-D058
-
M56
M56
-
-
-
0060-D062
0060-D062
-
-
-
-
M60
-
Tap : 86.0
strudyna.com
page 6
TECHNICAL DATA SRS Fork + CABLE
Tension plate system
SRS Fork +560HTR
SRS
SRS Fork + 448AR + Joiner*
Below is a table generated for helping select the correct product when your system incorporates SRS fork is made from cast 2205 Duplex. The fork has been engineered for higher load applications, so too much the Tension Plate system.
Strudyna products combinations (SRS) Tension Plate Size
Order No.
Chemical Anchor Base Order No.
90° SCT SCT1 M16
SCT1 2016-L065
SCP1 SCP1 0016-2016
SC SCTB
SCTB 2016-D017
90° SCT SCT1
SCP3
Combitions with SRS Size
Tie Back Plate Angle Order No.
SC SCTD
45° SC SCTF
SCTF 2016-D017
SRS M16
45° SC SCTH
M20
2020-L075
0020-2012
2020-D021
2020-D021
M20
M22
2022-L090
0022-2012
2022-D024
2022-D024
M22
M24
2024-L100
SCP3 0024-2014
2024-D027
2024-D027
M24
M30
2030-L130
0030-2016
2030-D032
2030-D032
M30
M33
2033-L140
0033-2016
2033-D034
2033-D034
M33
M36
2036-L150
0036-2020
2036-D038
2036-D038
M36
M39
SCT1 2039-L160
0039-2020
SCTD 2039-D041
SCTH 2039-D041
M39
M42
2042-L170
2042-D044
2042-D044
M42
M45
2045-L180
2045-D047
2045-D047
M45
M48
2048-L190
2048-D050
2048-D050
M48
M52
2052-L200
2052-D054
2052-D054
M52
M56
2056-L210
2056-D058
2056-D058
M56
M60
2060-L220
2060-D062
2060-D062
M60
DESIGNED BY STRUCTURAL ENGINEER
Tap : 87.0
STRUDYNA
SRS ADJUSTER™
strudyna.com
page 7
TECHNICAL DATA
STAINLESS STEEL TENSILE TENSION PLATE SYSTEMS
Tension plate
The installation procedures of Tension plate Welding system: Each Tension Plate has been designed so that it can be welded in situ, on site, as required. This welding system is available from sizes M6 – M60.
1. Welding with stainless steel 1.1) Tension Plate material: Stainless steel grade 316L 1.2) Welding wire material must be stainless steel grade 316L
Technical Information:
Structure Welding Tension plate
SCT1
2. Welding with Steel 2.1) 309L filler wire can be used for welding the tension plate directly. 2.2) For the best aesthetic end result, we recommend to use 309L filler wire should be primed before using 308L filler wire for welding. 2.3) We also recommend that for the best corrosion resistance, all welds and/or areas affected by the heat from the welding process should be painted.
Please note, any difference in potential electrical conductivity can lead to corrosion caused by Electrolysis.
strudyna.com
page 8
TECHNICAL DATA
The installation procedures of Tension plate Directly fixing into concrete:
Strudyna recommend the use of Hilti stainless steel anchors with any Strudyna Tension Plate system where applicable. For more information regarding the correct Hilti product and installation instructions, please refer to the Hilti manuals in the first instance. Below is intended as a guide only and as such is for reference only.
Tension Rod
Lo
ad
Load
Installation guide
45°
Edge
Edge
SCTF
hef
SCTB
h.min
hmin
h1
h1 hef
P2H
SCTA 90°
Lo
ad
Load
SCTE 45° Dimension Description Edge
hmin
hmin
hef h1
hef h1
45°
Edge
hef
: (mm) Effective embed. Depth
h1
: (mm) Min. Dept of drill hole
hmin Edge
: (mm) Min. Concrete thickness : (mm) Min. Concrete edge to center anchor
Strength : (N/mm2) Strength of concrete
SCTB 90°
SCTF 45°
Combination of Tie Back Plate with Hilti Mechanical Anchor (For RDS, P2H, AM, B3 and BASIC series) Picture
Order No.
90°
SCTA
SCTA
45°
SCTE
SCTE
90°
SCTB
SC SCTB
SCTF 45°
Size
Mechanical Anchor Q’ty
Concrete ( Min. )
(PCS)
hef
h1
h min. Edge Strength
0006-D007
M6
HST-R M8x75/10
2
53
65
100
60
C20/25
0008-D009
M8
HST-R M8x75/10
2
50
65
100
60
C20/25
0010-D011
M10
HST-R M10x90/10
2
60
80
120
65
C20/25
0006-D007
M6
HST-R M8x75/10
2
53
65
100
60
C20/25
0008-D009
M8
HST-R M8x75/10
2
50
65
100
180
C20/25
0010-D011
M10
HST-R M10x90/10
2
60
80
120
180
C20/25
0012-D013
M12
HST-R M10x90/10
4
60
80
120
65
C20/25
0016-D017
M16
HST-R M12x115/20
4
75
95
150
75
C25/30
0012-D013
M12
HST-R M10x90/10
4
60
80
120
350
C20/25
0016-D017
M16
HST-R M12x115/20
4
75
95
150
370
C25/30
SC SCTF Note(1) : Back to page 6 – 7 for more information of Strudyna products combination. Note(2) : Anchors installation design by ETAG based (Hilti Program) for calculation. Warning !
Post drilling, always thoroughly clean any holes to be used as anchor points with a brush and compressed air or similar. Always refer to the chemical anchor manufacturer’s instructions.
strudyna.com
page 9
TECHNICAL DATA Installation procedures for Tension Plates. Connecting with chemical anchor base system Firstly, always connect the chemical anchor base with the Tie Back plate using the Hexagon Bolts.
Combination of Chemical Anchor Base (SCP1) with Tie Back Plate Angle (SCTB, SCTC, SCTG, SCTF) 90 90
o
o
SC SCTB
90 9
90
o
o
SCTC SC
SCP1
45
45
o
o
SC SCTF
45
o
45
o
SC SCTG
Combination of Chemical Anchor Base (SCP2) with Tie Back Plate Angle (SCTC, SCTG)
90 9
o
S SCTC
SCP2
90
45
o
o
45
SC SCTG
o
Combination of Chemical Anchor Base (SCP3) with Tie Back Plate Angle (SCTD, SCTH)
90 9
o
90
SC SCTD
o
SCP3 45 45 4
o
SC SCTH
strudyna.com
page 10
o
TECHNICAL DATA Installation procedures for Tension Plates Connecting with chemical anchor base system The below tables detail the matching of Strudyna Chemical Anchor Base with the appropriate Strudyna tie back plate.
Combination of Chemical Anchor Base with Tie Back (For RDS, P2H, AM, B3 and BASIC series) Chemical Anchor Base Connect Size
Picture
M20 M22
Tie Back Plate 90°
Tie Back Plate 45°
Order No.
Order No.
Order No. SCP1
0020-0012 0022-0012
90 0
o
0020-D021 0022-D024
SCTC
M24 M27 M30 M33 M36 M39
0024-0012 0027-0014 SCP2 0030-0016 0033-0016 0036-0020 0039-0020
M42 M45 M48
0042-0020 0045-0024 SCP3 0048-0024
90 0
-
M52
Designed by M56 Structural Engineer M60
o
0024-D027 0027-D029 0030-D032 0033-D034 0036-D038 0039-D041 o
0042-D044 0045-D047 0048-D050
SCTD
90
o
Q’ty
Order No.
Size
(PCS)
0020-D021 0022-D024
6933-1230-A470 6933-1235-A470
M12x30 M12x35
4 4
0024-D027 0027-D029 0030-D032 0033-D034 0036-D038 0039-D041
6933-1235-A470 6933-1440-A470 6933-1645-A470 6933-1645-A470 6933-2050-A470 6933-2055-A470
M12x35 M14x40 M16x45 M16x45 M20x50 M20x55
4 4 4 4 4 4
0042-D044 0045-D047 0048-D050
6933-2055-A470 6933-2465-A470 6933-2465-A470
M20x55 M24x65 M24x65
6 6 6
0052-D054 0056-D058 0060-D062
-
M27 M27 M30
-
SCTG
SCTC
90 0
45
Hexagon Head Bolt
o
45
SCTG
45 5
SCTD
o
SCTH
45
0052-D054 0056-D058 0060-D062
o
o
SCTH
Combination of Chemical Anchor Base with Tie Back (For SRS series) Chemical Anchor Base Connect Picture
Size
Tie Back Plate 90°
Tie Back Plate 45°
Order No.
Order No.
Order No.
90
M16
M20 M22 M24 M30 M33 M36 M39
Designed by structural Engineer
M42 M45 M48 M52 M56 M60
SCP1
SCP3
0016-2016
0020-2012 0022-2012 0024-2014 0030-2016 0033-2016 0036-2020 0039-2020
-
o
SCTB
90
2016-D017
o
2020-D021 2022-D024 2024-D027 2030-D032 2033-D034 2036-D038 2039-D041
SCTD
90
SCTD
45
o
2042-D044 2045-D047 2048-D050 2052-D054 2056-D058 2060-D062
F
H o
H SCTH
Size
Q’ty
2016-D017
6933-1630-A470
M16x30
4
2020-D021 2022-D024 2024-D027 2030-D032 2033-D034 2036-D038 2039-D041
6933-1235-A470 6933-1235-A470 6933-1440-A470 6933-1645-A470 6933-1655-A470 6933-2060-A470 6933-2060-A470
M12x35 M12x35 M14x40 M16x45 M16x55 M20x60 M20x60
6 6 6 6 6 6 6
M20 M24 M24 M27 M27 M30
-
(PCS)
o
SCTH
45
Order No.
o
SCTF
45
Hexagon Head Bolt
2042-D044 2045-D047 2048-D050 2052-D054 2056-D058 2060-D062
-
Note(1) : Back to page 6 – 7 for more information of Strudyna products combination.
Warning !
Apply loctite with hexagon head bolt for safety
strudyna.com
page 11
TECHNICAL DATA Installation procedures for Tension Plates Connecting with chemical anchor base system
h1
h1
SCP1
Installation guide
h min.
Edge Edge
h min.
Strudyna recommend that Hilti stainless steel anchors are used in conjunction with Strudyna tension plate system. For more information regarding Hilti products, please refer to the Hilti manual before installation, particularly with regard to the size, drilling and cleaning procedure for drilled holes. The below is intend as a guide only.
SCP2, SCP3
(Back to page 9 for more information of Dimension Description)
Combination of Chemical Anchor Base with Tie Back (For RDS, P2H, AM, B3 and BASIC series) Chemical Anchor Base Connect Picture
Size
Adhesive injection system
Code
Anchor Rod HAS-E Q’ty (PCS)
Concrete ( Min. )
h1
h min.
Strength
Edge
M20 M22
SCP1
0020-0012 0022-0012
HIT-RE 500-SD HIT-RE 500-SD
HAS-E M16x125/38 HAS-E M16x125/108
4 4
140 210
180 250
M24 M27 M30 M33 M36 M39
0024-0012 0027-0014 SCP2 0030-0016 0033-0016 0036-0020 0039-0020
HIT-RE 500-SD HIT-RE 500-SD HIT-RE 500-SD HIT-RE 500-SD HIT-RE 500-SD HIT-RE 500-SD
HAS-E M16x125/108 HAS-E M16x125/108 HAS-E M20x170/68 HAS-E M20x170/108 HAS-E M24x210/54 HAS-E M27x240/60
8 8 8 8 8 8
210 208 206 245 230 278
250 220 250 250 260 260 Angle Angle 300 300 45° 90° 340 340 350 350
M42 M45 M48
0042-0020 SCP3 0045-0024 0048-0024
HIT-RE 500-SD HIT-RE 500-SD HIT-RE 500-SD
HAS-E M27x240/60 HAS-E M30x270/70 HAS-E M30x270/70
8 8 8
278 310 310
350 Angle 390 Angle 780 C25/30 850 C25/30 400 90° 450 45° C25/30 1,100 500 400
Angle 210 Angle 90° 260 45°
300 C25/30 340 C25/30
390 510 480 560 680 620
C25/30 C25/30 C25/30 C25/30 C25/30 C25/30
Combination of Chemical Anchor Base with Hilti Chemical Anchor (For SRS series) Chemical Anchor Base Connect Picture
Size M16
Adhesive injection system
Q’ty
Code SCP1 0016-2016 HIT-RE 500-SD
M20 0020-2012 HIT-RE 500 -SD M22 0022-2012 HIT-RE 500 -SD M24 SCP3 0024-2014 HIT-RE 500 -SD M30 0030-2016 HIT-RE 500 -SD M33 0033-2016 HIT-RE 500 -SD M36 0036-2020 HIT-RE 500 -SD M39 0039-2020 HIT-RE 500 -SD
Concrete ( Min. )
Anchor Rod HAS-E (PCS)
h1
h min.
Edge
HAS-E M20x170/48
4
190 240 Angle 310 Angle 45° 90°
HAS-E M16x125/108 HAS-E M16x125/108 HAS-E M20x170x108 HAS-E M20x170x158 HIT-V-5.8 M24x450 HAS-E M30x270x70 HAS-E M33x300x80
8 8 8 8 8 8 8
210 210 245 296 377 305 342
Strength 460
C30/37
250 380 770 C30/37 250 360 840 C30/37 310 Angle 430 Angle 930 C30/37 360 90° 490 45° 940 C30/37 500 780 1,670 C35/45 380 580 1,200 C35/45 420 610 1,200 C40/50
Note(1) : Back to page 6 – 7 for more information of Strudyna products combination. Note(2) : Anchors installation design by ETAG based (Hilti Program) for calculation.
Warning !
Post drilling, always thoroughly clean any holes to be used as anchor points with a brush and compressed air or similar. Always refer to the chemical anchor manufacturer’s instructions.
strudyna.com
page 12
PERFORMANCE High tensile tension plate systems
Tensile connectors RDS Architectural Tie-Rod Systems Structural tensile rod systems are assumed to have a significant amount of self weight when under tension; this results in receptivity to vibration and fatigue. Fatigue can become an important issue for tensile rod systems. Fatigue can be exacerbated by many factors, including but not limited to: Wind loads, self load, thermal expansion, adjacent construction works, earthquakes, heavy & persistent local traffic etc.
Vibrations can be amplified depending on the frequency, amplitude, and damping as a result of the tension systems mass and applied tension. While assessment of vibration and fatigue is not straight forward due to its many sources, proper design of the tension connector system, correct installation and regular health checks are crucial to longevity and safety.
Angle alignment
Isolation of materials
When designing coupling plates for SRS, special care must be taken to assure the angle of load alignment are in correspondence to the actual load applied by Rods. Bolts used on the coupling plate must evenly distribute double the working loads at which designed angle of the load is applied.
If a different material is used to produce the coupling plate, use a isolating washer in Nylon or Teflon material grade to isolate the connecting joints. If paints are to be used, take appropriate precautions for the thickness and installation tolerances.
Isolation washer
structural fatigue
Connecting plate
Isolation tube Properly aligned load distribution.
Improper load angle creating structural fatigue.
Use isolating washers when coupling plates are of different material.
Tensile alignment
Adjuster fork alignment
Coupling plates must be designed with at least 80% width of the adjuster grove (refer to dimension B of page 14.) at an even angle and surface. Too short of material on the coupling plate will result in failure due to concentrated sheer of the Pin.
Adjusters are recommended to be aligned on an vertical axial. This orientation allows best distribution of any rod sag due to thermal expansion of materials. Correctly aligned axial.
Thickness of distance. A1
Coupling plate “A1” should be at least 80% of grove “A”.
Grove “A” distance listed in Page 14.
Incorrect fork alignment. Set both fork on a vertical axial.
Material alignment
Coupling plate alignment
Cross section area of any connectors designed for the tension system must carry a Minimum of 2 times to that of rod assembly If same material is used. If different material is used, design with double tensile strength to that of RDS tension system.
Improperly aligned tensile systems will create non permissible bending forces resulting in structural fatigues on coupling plates and connectors.
Deviation should be kept below 1/2 deg of aligment.
X - area x- area of Rod
Need min 2x
the x-area of Rod or Cable if same material used.
* For more design help of coupling plates and tensile system designs, sign in to "www.strudyna.com/designhelp".
Correctly aligned coupling plates.
Refer to page 19. for more details of stainless steel tie back rod pre-installation procedures.
Incorrectly aligned coupling plates.
strudyna.com
page 13
ARCHITECTURAL HIGH TENSILE TENSION PLATE SYSTEMS
COMPONENTs Stainless steel Tension Plates connections
SCT1
SCT1
D
B
A
SIZE
A (mm)
M6 M8 M10 M12 M16 M20 M22 M24 M27 M30 M33 M36 M39 M42 M45 M48 M52 M56 M60
10 11 15 18 24 29 32 35 40 48 50 55 62 65 70 76 82 85 90
Tension Plate Technical Data Material : Sheet AISI 316L Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 86.2
Tension plate for SRS Technical Data Material : Sheet 2205 Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 87.2
Order No. - 0006 - L030 - 0008 - L040 - 0010 - L045 - 0012 - L055 - 0016 - L065 - 0020 - L075 - 0022 - L090 - 0024 - L100 - 0027 - L110 SCT1 - 0030 - L130 - 0033 - L140 - 0036 - L150 - 0039 - L160 - 0042 - L170 - 0045 - L180 - 0048 - L190 - 0052 - L200 - 0056 - L210 - 0060 - L220
B (mm)
ØD (mm)
T (mm)
Yield Load (kN)
30 40 45 55 65 75 90 100 110 130 140 150 160 170 180 190 200 210 220
9 8.5 11 13.5 17 21 24 27 28 32 35 38 41 44 47 50 54 58 62
4 6 8 10 12 16 18 20 22 22 25 30 30 35 35 40 40 45 50
7.3 11.6 17.5 31.9 43.2 64.2 85.9 112.1 120.3 147.0 181.8 214.1 255.7 293.7 342.2 385.9 460.6 531.9 618.8
14.6 23.3 35.1 63.9 85.0 126.2 168.9 220.4 236.4 288.9 357.4 420.8 502.6 577.3 672.6 758.6 905.4 1,045.5 1,216.4
65 75 90 100 130 140 150 160 170 180 190 200 210 220
17 21 24 27 32 35 38 41 44 47 50 54 58 62
15 18 18 22 22 25 30 30 35 35 40 40 45 50
115.5 171.5 183.7 239.7 288.9 357.4 420.8 502.6 577.3 672.6 758.6 905.4 933.8 1,086.5
144.4 214.4 263.1 343.3 364.7 451.1 531.1 634.4 728.7 848.9 957.5 1,142.7 1,258.6 1,464.4
Tension Load (kN)
Order No. for connect with SRS series. - 2016 - L065 - 2020 - L075 - 2022 - L090 - 2024 - L100 - 2030 - L130 - 2033 - L140 SCT1 - 2036 - L150 - 2039 - L160 - 2042 - L170 - 2045 - L180 - 2048 - L190 - 2052 - L200 - 2056 - L210 - 2060 - L220
M16 M20 M22 M24 M30 M33 M36 M39 M42 M45 M48 M52 M56 M60
24 29 32 35 48 50 55 62 65 70 76 82 85 90
STAINLESS STEEL TENSILE TENSION PLATE SYSTEMS strudyna.com
page 15
COMPONENTs Stainless steel Tension Plates connections
SCTA
SCTA
D T1
C
B
T2
E
F
A1 A2
90°
Tie Back Plate Angle 90° (2 bolts)
SCT2 (4 bolts)
Technical Data Order No. SIZE : Casting material AISI316 - DIN 1.4401 Surface treatment : Electro polished M6 - 0006 - D007 Design Load : Standard safety factor for M8 structural tensile application SCTA - 0008 - D009 M10 - 0010 - D011 is 60% of yield load. Tap : 86.3 NOTE : See more dimension chart Material
A1 (mm)
A2 (mm)
B (mm)
C (mm)
60 70 80
92 102 132
32 42 52
22 27 33
SCTB
SCTB
T1
C
T2
E
B1 B2
D
F A1 A2
Tie Back(4Plate Angle 90° (4 bolts) SCT4 bolts)
90°
Technical Data Material
: Casting material AISI316 - DIN 1.4401 Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 86.4
Order No.
SCTB
- 0012 - D013 - 0016 - D017
Technical Data
A1 (mm)
A2 (mm)
B1 (mm)
B2 (mm)
M12 M16
110 130
155 180
110 130
150 180
180
120
180
Order No. for connect with SRS series. SCTB - 2016 - D017
Tie Back Plate Angle 90 for SRS
SIZE
M16
120
NOTE : See more dimension chart
Material : Casting Duplex 4A Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 87.3
DIMENSION CHART SCTA SIZE
ØD (mm)
E (mm)
F (mm)
T1 (mm)
T2 (mm)
Yield Load (kN)
Tension Load (kN)
M6 M8 M10
7 9 11
10 12 15
9 x 12 9 x 12 11 x 15
5 7 8
6 7 8
7.3 11.6 17.5
14.6 23.3 35.1
SIZE
C (mm)
ØD (mm)
E (mm)
F (mm)
T1 (mm)
T2 (mm)
M12 M16
40 48
13.5 17
22 26
11 x 15 13 x 18
12 14
10 12
31.9 43.2
63.9 85.0
14
12
115.5
144.4
SCTB Yield Load (kN)
Tension Load (kN)
Dimension for connect with SRS series. M16
48
17
26
18 x 24
strudyna.com
page 16
COMPONENTs Stainless steel Tension Plates connections
SCTC
SCTC
T1 E
B1 B2
D
C
T2
F
A1 A2
Tie Back Plate Angle 90° (4 bolts) Technical Data
Order No.
Material
: Casting material AISI316 - DIN 1.4401 Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. SCTC Tap : 86.5, 86.6
- 0020 - D021 - 0022 - D024 - 0024 - D027 - 0027 - D029 - 0030 - D032 - 0033 - D034 - 0036 - D038 - 0039 - D041
90°
SIZE
A1 (mm)
A2 (mm)
B1 (mm)
B2 (mm)
M20 M22 M24 M27 M30 M33 M36 M39
90 100 110 120 140 160 180 180
135 155 165 185 205 225 260 260
90 100 110 120 140 160 180 180
130 150 160 180 200 220 250 250
NOTE : See more dimension chart
SCTG
SCTG
T1
F
C
T2
B1 B2
E
D
A1 A2
Tie Back Plate Angle 45° (4 bolts) Technical Data : Casting material AISI316 - DIN 1.4401 Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 86.11, 86.12
Order No.
Material
- 0020 - D021 - 0022 - D024 - 0024 - D027 SCTG - 0027 - D029 - 0030 - D032 - 0033 - D034 - 0036 - D038 - 0039 - D041
45°
SIZE
A1 (mm)
A2 (mm)
B1 (mm)
B2 (mm)
M20 M22 M24 M27 M30 M33 M36 M39
90 100 110 120 140 160 180 180
134 155 165 185 205 225 260 260
90 100 110 120 140 160 180 180
137 155 170 186 210 228 260 265
NOTE : See more dimension chart
DIMENSION CHART SCTC SIZE
C (mm)
ØD (mm)
E (mm)
F (mm)
T1 (mm)
T2 (mm)
Yield Load (kN)
Tension Load (kN)
M20 M22 M24 M27 M30 M33 M36 M39
59 68 73 80 85 90 104 111
21 24 27 29 32 34 38 41
32 35 40 42 45 50 55 60
13 x 18 13 x 18 13 x 18 15 x 20 18 x 24 18 x 24 21 x 29 21 x 29
16 18 19 20 22 24 26 30
14 16 18 18 20 22 24 26
64.2 85.9 112.1 120.3 147.0 181.8 214.1 255.7
126.2 168.9 220.4 236.4 288.9 357.4 420.8 502.6
59 68 73 80 85 90 104 111
21 24 27 29 32 34 38 41
32 35 40 42 45 50 55 60
13 x 18 13 x 18 13 x 18 15 x 20 18 x 24 18 x 24 21 x 29 21 x 29
16 18 19 20 22 24 26 30
14 16 18 18 20 22 24 26
64.2 85.9 112.1 120.3 147.0 181.8 214.1 255.7
126.2 168.9 220.4 236.4 288.9 357.4 420.8 502.6
SCTG M20 M22 M24 M27 M30 M33 M36 M39
strudyna.com
page 17
COMPONENTs Stainless steel Tension Plates connections
SCTD
SCTD B1
T1
B2 F A1 A2
Tie Back(6 Plate Angle 90° (6 bolts) SCT5 bolts) Technical Data Material
: Casting material AISI316 - DIN 1.4401 Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 86.7, 86.8
B1
C
T2
E
D
Order No. - 0042 - D044 - 0045 - D047 SCTD - 0048 - D050 - 0052 - D054 - 0056 - D058 - 0060 - D062
90°
SIZE
A1 (mm)
A2 (mm)
B1 (mm)
B2 (mm)
M42 M45 M48 M52 M56 M60
195 200 220 220 240 250
260 280 300 315 335 360
98 105 110 118 128 135
255 290 290 320 340 370
135 155 165 205 225 260 260 260 280 300 315 335 360
45 50 55 70 80 90 90 98 105 110 118 128 135
130 150 160 200 220 250 250 255 290 290 320 340 370
Tie Back Plate Angle 90° for SRS Order No. for connect with SRS series. Technical Data Material : Casting Duplex 4A Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 87.4, 87.5
- 2020 - D021 M20 - 2022 - D024 M22 - 2024 - D027 M24 - 2030 - D032 M30 - 2033 - D034 M33 SCTD - 2036 - D038 M36 - 2039 - D041 M39 - 2042 - D044 M42 - 2045 - D047 M45 - 2048 - D050 M48 - 2052 - D054 M52 - 2056 - D058 M56 - 2060 - D062 M60 NOTE : See more dimension chart
90 100 110 140 160 180 180 195 200 220 220 240 250
DIMENSION CHART SCTD SIZE
C (mm)
ØD (mm)
E (mm)
F (mm)
T1 (mm)
T2 (mm)
Yield Load (kN)
Tension Load (kN)
M42 M45 M48 M52 M56 M60
118 125 132 139 148 160
44 47 50 54 58 62
65 70 75 80 90 95
21 x 29 26 x 34 26 x 34 29 x 39 29 x 39 32 x 42
30 32 38 38 44 50
28 30 32 34 38 40
293.7 342.2 385.9 460.6 531.9 618.8
577.3 672.6 758.6 905.4 1045.5 1216.4
16 18 19 22 24 26 30 30 32 38 38 44 50
14 16 18 20 22 24 26 28 30 32 34 38 40
171.5 183.7 239.7 288.9 357.4 420.8 502.6 577.3 672.6 758.6 905.4 933.8 1086.5
214.4 263.1 343.3 364.7 451.1 531.1 634.4 728.7 848.9 957.5 1142.7 1258.6 1464.4
Dimension for connect with SRS series. M20 M22 M24 M30 M33 M36 M39 M42 M45 M48 M52 M56 M60
59 68 73 85 90 104 111 118 125 132 139 148 160
21 24 27 32 34 38 41 44 47 50 54 58 62
32 35 40 45 50 55 60 65 70 75 80 90 95
13 x 18 13 x 18 15 x 20 18 x 24 18 x 24 21 x 29 21 x 29 21 x 29 26 x 34 26 x 34 29 x 39 29 x 39 32 x 42
strudyna.com
page 18
COMPONENTs Stainless steel Tension Plates connections
SCTE D
SCTE
T1
B2
C
T2
E
B1
F
A1 A2
45°
Tie Back Plate Angle 45° (2 bolts) Technical Data Order No. SIZE : Casting material AISI316 - DIN 1.4401 Surface treatment : Electro polished M6 - 0006 - D007 Design Load : Standard safety factor for M8 structural tensile application SCTE - 0008 - D009 M10 - 0010 - D011 is 60% of yield load. Tap : 86.9 NOTE : See more dimension chart Material
A1 (mm)
A2 (mm)
B1 (mm)
B2 (mm)
60 70 80
90 100 128
14 16 20
40 48 60
SCTF
SCTF
T1
F
C
T2
E
B1 B2
D
A1 A2
Tie Back Plate Angle 45° (4 bolts)
45°
Technical Data Material
: Casting material AISI316 - DIN 1.4401 Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 86.10
SCTF
Order No.
SIZE
A1 (mm)
A2 (mm)
B1 (mm)
B2 (mm)
- 0012 - D013 - 0016 - D017
M12 M16
110 130
155 180
110 130
150 180
180
120
180
Order No. for connect with SRS series. SCTF - 2016 - D017
Tie Back Plate Angle 45° for SRS
M16
120
NOTE : See more dimension chart
Technical Data Material : Casting Duplex 4A Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 87.6
DIMENSION CHART SCTE SIZE
C (mm)
ØD (mm)
E (mm)
F (mm)
T1 (mm)
T2 (mm)
Yield Load (kN)
Tension Load (kN)
M6 M8 M10
22 27 33
7 9 11
10 12 15
9 x 12 9 x 12 11 x 15
5 7 8
6 7 8
7.3 11.6 17.5
14.6 23.3 35.1
40 48
13.5 17
22 26
11 x 15 13 x 18
12 14
10 12
31.9 43.2
63.9 85.0
14
12
115.5
144.4
SCTF M12 M16
Dimension for connect with SRS series. M16
48
17
26
18 x 24
strudyna.com
page 19
COMPONENTs Stainless steel Tension Plates connections
SCTH
SCTH
T1 B2 B1
C
T2
E
B1
D
F A1 A2
Tie Back Plate Angle 45째 (6 bolts)
45째
Technical Data Material
: Casting material AISI316 - DIN 1.4401 Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 86.13, 86.14
Order No. - 0042 - D044 - 0045 - D047 SCTH - 0048 - D050 - 0052 - D054 - 0056 - D058 - 0060 - D062
SIZE
A1 (mm)
A2 (mm)
B1 (mm)
B2 (mm)
M42 M45 M48 M52 M56 M60
195 200 220 220 240 250
260 280 300 315 335 360
98 105 110 118 128 135
280 310 320 345 370 390
134 155 165 205 225 260 260 260 280 300 315 335 360
45 50 55 70 80 90 90 98 105 110 118 128 135
137 155 170 210 228 260 265 280 310 320 345 370 390
Tie Back Plate Angle 45째 for SRS
Order No. for connect with SRS series.
Technical Data
- 2020 - D021 - 2022 - D024 - 2024 - D027 - 2030 - D032 - 2033 - D034 SCTH - 2036 - D038 - 2039 - D041 - 2042 - D044 - 2045 - D047 - 2048 - D050 - 2052 - D054 - 2056 - D058 - 2060 - D062
Material : Casting Duplex 4A Surface treatment : Electro polished Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 87.7, 87.8
90 100 110 140 160 180 180 195 200 220 220 240 250
M20 M22 M24 M30 M33 M36 M39 M42 M45 M48 M52 M56 M60
NOTE : See more dimension chart
DIMENSION CHART SCTH SIZE
C (mm)
D (mm)
E (mm)
F1 (mm)
T1 (mm)
T2 (mm)
M42 M45 M48 M52 M56 M60
118 125 132 139 148 160
44 47 50 54 58 62
65 70 75 80 90 95
21 x 29 26 x 34 26 x 34 29 x 39 29 x 39 32 x 42
30 32 38 38 44 50
28 30 32 34 38 40
13 x 18 13 x 18 15 x 20 18 x 24 18 x 24 21 x 29 21 x 29 21 x 29 26 x 34 26 x 34 29 x 39 29 x 39 32 x 42
16 18 19 22 24 26 30 30 32 38 38 44 50
14 16 18 20 22 24 26 28 30 32 34 38 40
Yield Load (kN)
Tension Load (kN)
293.7 577.3 342.2 672.6 385.9 758.6 460.6 905.4 531.9 1,045.5 618.8 1,216.4
Dimension for connect with SRS series. M20 M22 M24 M30 M33 M36 M39 M42 M45 M48 M52 M56 M60
59 68 73 85 90 104 111 118 125 132 139 148 160
21 24 27 32 34 38 41 44 47 50 54 58 62
32 35 40 45 50 55 60 65 70 75 80 90 95
171.5 183.7 239.7 288.9 357.4 420.8 502.6 577.3 672.6 758.6 905.4 933.8 1086.5
strudyna.com
214.4 263.1 343.3 364.7 451.1 531.1 634.4 728.7 848.9 957.5 1142.7 1258.6 1464.4
page 20
COMPONENTs Stainless steel Tension Plates connections
SCP1
SCP1
F2
A1
SCT6 (4Anchor bolts) Base Type SCP1 Chemical (4 bolts , 4 Anchor Rod)
A3 A4
Technical Data Order No.
Material : Steel plate A36 Surface treatment : N/A Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 86.15, 87.9
SCP1
90 9
A4 (mm)
B1 (mm)
M20 M22
90 100
190 210
255 290
90 100
SCP1 - 0016 - 2016 45
o
300
120
M16
120
220
(Connect Tie back plate SCTB, SCTF size M16 see more page 16, 19)
NOTE : See more dimension chart
SC SCTG
90
o
45
SC SCTB
o
SC SCTF
SCP2
SCP2
M
B3
T3
B1
F2
A1
SCT7 (8 bolts)
A3
Chemical Anchor Base Type SCP2 (4 bolts , 8 Anchor Rod)
Technical Data Material : Steel plate A36 Surface treatment : N/A Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 86.16
SCP2 Connect Tie back plate SCTC, SCTG
C
90 9
S SCTC
SCP2
G SC SCTG
45
o
B4
SCP1
A3 (mm)
Order No. for connect with SRS series.
G F
SC SCTC
A1 (mm)
B3
C B
- 0020 - 0012 - 0022 - 0012
SIZE
(Connect Tie back plate SCTC, SCTG size M20, M22 see more page 17)
SCP1 Connect Tie back plate SCTC, SCTG, SCTB, SCTF o
B3 B4
B1
T3
M
A3 A4
Order No.
SIZE
A1 (mm)
A3 (mm)
A4 (mm)
B1 (mm)
- 0024 - 0012 - 0027 - 0014 SCP2 - 0030 - 0016 - 0033 - 0016 - 0036 - 0020 - 0039 - 0020
M24 M27 M30 M33 M36 M39
110 120 140 160 180 180
125 125 150 160 185 220
315 315 380 400 460 540
110 120 140 160 180 180
(Connect Tie back plate SCTC, SCTG size M24-M39 see more page 17) NOTE : See more dimension chart
DIMENSION CHART SCP1 SIZE
B3 (mm)
B4 (mm)
F2 (mm)
M (thread)
T3 (mm)
Yield Load (kN)
Tension Load (kN)
M20 M22
190 210
250 280
18 x 24 18 x 24
M12 M12
18 20
64.2 85.9
126.2 168.9
o
Dimension for connect with SRS series. M16
220
290
21 x 29
M16
20
115.5
144.4
125 125 150 160 185 220
310 310 370 390 450 530
18 x 24 18 x 24 21 x 29 21 x 29 26 x 34 28 x 36
M12 M14 M16 M16 M20 M20
20 22 25 25 28 30
112.1 120.3 147.0 181.8 214.1 255.7
220.4 236.4 288.9 357.4 420.8 502.6
SCP2 M24 M27 M30 M33 M36 M39
strudyna.com
page 21
COMPONENTs Stainless steel Tension Plates connections
SCP3
SCP3 B4 B3
T3
B1 B1
M
A1 A3
A3
Chemical Anchor Base Type SCP3 SCT6 (4 bolts) (6 bolts , 8 Anchor Rod)
B3
F2
A4
Technical Data Material : Steel plate A36 Surface treatment : N/A Design Load : Standard safety factor for structural tensile application is 60% of yield load. Tap : 86.17, 87.10, 87.11 SCP3 Connect Tie back plate SCTD, SCTH
D
90 9
o
SC SCTD
SCP3
H
45 4
o
SC SCTH
Order No.
SIZE
- 0042 - 0020 SCP3 - 0045 - 0024 - 0048 - 0024
A1 (mm)
A3 (mm)
195 200 220
235 240 250
A4 (mm)
B1 (mm)
570 98 580 105 600 110 (Connect Tie back plate SCTD, SCTH size 42-48 see more page 18, 20) NOTE : See more dimension chart M42 M45 M48
Order No. for connect with SRS series. M20 M22 M24 M30 M33 M36 M39
- 0020 - 2012 - 0022 - 2012 SCP3 - 0024 - 2014 - 0030 - 2016 - 0033 - 2016 - 0036 - 2020 - 0039 - 2020
90 100 110 140 160 180 180
300 320 350 390 420 530 580
110 120 135 155 170 210 230
45 50 55 70 80 90 90
(Connect Tie back plate SCTD, SCTH size 20-39 see more page 18, 20) NOTE : See more dimension chart
DIMENSION CHART SCP3 SIZE
B3 (mm)
B4 (mm)
F2 (mm)
M (thread)
T3 (mm)
Yield Load (kN)
Tension Load (kN)
M42 M45 M48
235 240 250
560 580 600
28 x 36 32 x 42 32 x 42
M20 M24 M24
30 35 35
293.7 342.2 385.9
577.3 672.6 758.6
20 20 25 25 35 40 40
171.5 183.7 239.7 288.9 357.4 420.8 502.6
214.4 263.1 343.3 364.7 451.1 531.1 634.4
Dimension Tension plate for connect with SRS series. M20 M22 M24 M30 M33 M36 M39
SCP1 Connect Tie back plate SCTB
110 120 135 155 170 210 230
290 310 340 380 410 520 570
18 x 24 18 x 24 21 x 29 21 x 29 26 x 34 32 x 42 35 x 45
SCP2 Connect Tie back plate SCTC
M12 M12 M14 M16 M16 M20 M20
SCP3 Connect Tie back plate SCTD
strudyna.com
page 22
ARCHITECTURAL HIGH TIE-ROD SYSTEMS To complemen T nt Strudyna tensile te ensile cable range, Strudyna has also developed develope a complete range of stainless steel tensile rod systems . Contact complement any of our sale es office for more m information or visit Strudyna.com for the la sales latest updates.
SRS + 560HTR Tie-Rod System
SRS Size ze availa available able 560HTR
SRS
T TA TAP P : 10006
S M16 Y 109 T 137
M20 0
M22
M24
M30
M33
M36
M39
M42
M45
M48
171
169
197
288
357
420
502
577
672
758
214
243
283
364
451
531
634
728
848
957
S M52 Y 905 T 1,142
M56
M60
M64
M68
M72
M76
M80
M85
M90 M100
P2H - 262AR Tie-Rod System
933 1,086 1,231 1,405 1,593 1,788 1,998 2,275 2,571 3,220 1,258 1,464 1,659 1,894 2,147 2,411 2,693 3,067 3,465 4,340
P2H Size available 262AR S M16 Y 40 T 80
TAP : 10006
M20
M22
M24
M27
M33
M42
M45
M52
M56
67
79
100
126
199
314
365
485
514
132
163
197
254
391
620
718
978 1,143
RDS Size available 262AR imperial size S 1/4” Y 7.0 T 14.6
5/16”
3/8”
1/2”
5/8”
3/4”
7/8”
1”
11.6
12.9
24.6
33.8
49.4
67.2
23.3
30.6
58.2
85.0 124.1 168.9 220.4 356.4
P2H
RDS - 262AR Tie-Rod System
1”-1/4”
87.7 141.9
RDS Size available 262AR metric size S M27 Y 120 T 236
M30
M33
M36
M39
M42
M45
M48
M52
M56
147
181
214
255
293
342
385
460
531
288
357
420
502
577
672
758
905 1,045
RDS
S = SIZE, Y = Yield load, T = Tensile load. SRS fork:
B3 fork:
P2H fork:
B1 fork:
RDS fork:
AM fork:
RDS eye:
Visit strudyna.com for more information on strudyna’s tension rod systems.
strudyna.com
page 23
STAINLESSSTEEL AND CABLESYSTEMS
SRS
Size C Cable (m (mm)
10
12
14
16
19
Construction
1x19
1x19
1x25
1x25
1x25
MBL (kN) After swaging*
90
127
170
218
282
Construction
1x19
1x19
1x19
1x19
1x19
MBL (kN) After swaging*
74
106
145
180
267
28
24
22
20
30
34
36
42
N/A 1x19
1x25
N/A 1x19
7x7
7x19
Construction
1x37
1x37
1x37
1x37
1x61
1x61
1x61
1x61
279
341
410
561
695
849
870
1,008
30
34
36
42
N/A 1x37 1x61
P2H
MBL (kN) After swaging*
Size Cable (mm)
8
10
12
14
16
19
Construction
1x19
1x19
1x19
1x25
1x25
1x25
MBL (kN) After swaging*
57
90
127
170
225
282
Construction
1x19
1x19
1x19
1x19
1x19
1x19
MBL (kN) After swaging*
47
74
106
145
180
267
20
22
24
28
N/A 1x19
1x25
N/A 1x19
7x7
7x19
Construction
1x37 1x61
RDS
1x37
1x37
1x37
1x37
1x61
1x61
1x61
1x61
279
341
410
561
695
849
870
1008
N/A
MBL (kN) After swaging*
Size Cable (mm)
4
5
6
8
10
12
14
Construction
1x7
1x19
1x19
1x19
1x19
1x19
1x25
MBL (kN) After swaging*
15
23
32
57
85
124
168
Construction
1x19
1x19
1x19
1x19
1x19
1x19
1x19
1x19
1x19
MBL (kN) After swaging*
11
18
26
47
74
106
145
180
267
16
19
20
22
24
28
30
34
N/A 1x19
1x25
N/A 1x19
7x7
7x19
Construction
1x37 1x61
P2H fork:
B1 fork:
SRS fork:
B2 toggle:
RDS fork:
B3 fork:
Visit strudyna.com for more information on strudyna’s tensile cable systems.
1x37
1x37
1x37
1x37
1x61
1x62
279
341
410
561
695
849
N/A
MBL (kN) After swaging*
strudyna.com
page 24
Strudyna Product Warranty Proper unpacking procedures: Stainless steel tensile cable selections
1. Product are supplied free of defect from craftsmanship and material at the time of the shipment. Should the receiver have an y comment or dissatisfaction on the delivered products, a written notice to Strudyna must be submitted within 14 days of product receipt. 2. Product in correct usage (following proper documentation record and submit to qa@strudyna.com of unpacking, inspection and installation procedures as well as correct and continues load bearing inspections) and with proper maintenance , goods will pe rform under it's specifications for a period of 5 years from the date of delivery. 3. Shall the aforesaid be concluded by Strudyna to be of Strudyna fault, Strudyna will replace or repair the goods in question at Strudyna's choice. Remarks: Strudyna makes no representations for suitability to a particular design or application settings.
Proper unpacking procedures:
Proper installation procedures:
Stainless steel tensile cable unpacking
Stainless steel tensile cable installation
1. Confirm all pallet and carton quantity are correct before unpacking. 2. Equipped with all personal safety equipment as requested by local law. 3. Use steel cutter to gently cut steel band. 4. Use knife to gently cut each carton. Do not cut too deep into the carton as this may result in product surface being damaged. 5. Always move and store carton and pallets in upright position. 6. Never stack one pallet above another. 7. Do not stack carton over 100cm height.
1. Do not install any damaged part found in pre-installation procedures. 2. Do not install any item found not in proper working conditions. 3. Always tighten screws or thread slowly without exceeding a speed of 15 sec per revolution or 3 sec per quarter revolution. 4. Do not shock load any thread. 5. Do not allow any surface to be damaged as this will create pivot corrosions. 6. Clean throughly clean all contamination caused by tools onto products prior to installation. 7. Check all Pins and screws are in full in position after installation. 8. Cover and protect all installed stainless steel products if subject to further contamination caused by surrounding instantiation. 9. This process may not be skipped as surrounding welding or metal dust may be cause contamination on the stainless steel fittings. 10.Proper documentation is crucial to maintaining products in warranty condition. Record all documentations and pictures of all process carried out and submit report to qa@strudyna.com within 60 days of installation completion.
Proper storage procedures: Stainless steel tensile cable storage
1. 2. 3. 4.
Always move and store carton and pallets in upright position. Never stack one pallet above another. Do not stack carton over 100cm height. Do not store carton or pallet in outdoor conditions without proper rain and snow cover. 5. Never expose products to iron dust or welding sparks as this may cause surface damage and stains.
Proper pre-installation procedures:
Proper maintenance procedures: Stainless steel tensile cable maintenance
Stainless steel tensile cable pre-installation procedures
1. Check for proper design loading prior to installation. 2. Check all base structure are not damaged prior to installation. 3. Check all parts are not damaged prior to installation. (Do not install a damaged part) 4. Check for any dirt or damage to thread before installation. 5. Clean any dirt or foreign object found in thread. 6. Lightly turn all thread prior to installation to check for their working condition.
Proper inspection procedures: Stainless steel tensile cable inspection
1. Clean all surface from contamination in a 2 weeks interval. (This process may not be skipped, as dust can be accumulated on the surface and destroy the oxidizing protective layer of stainless ) 2. Proper maintenance may not be skipped to retain stainless steel's component's property. Record documentations and pictures of all process carried out and submit monthly report to qa@strudyna.com. 3. Use ordinary household liquid soap diluted with water and apply with soft cloth or synthetic sponge. 4. Never apply chlorine base cleaner or any abrasive liquids. 5. Rinse well, dry with soft cloth. 6. Regular cleaning will remove most form of heavy soiling or accumulated staining.
copyright@Strudyna Co., Ltd. 2011.
1. Check all installation for correct tension 2 weeks after initial installation. 2. Check regularly in 8 weeks interval for any loosening or damage to product. 3. All product requires this inspection by a trained professional, and this process may not be skipped as products are effected by wear, tear, overloading or improper installation. 4. Proper inspection is necessary to maintaining products in warranty condition. Record all documentations and pictures of all process carried out with each inspection and submit report to qa@strudyna.com within 30 days of each inspection.
strudyna.com
page 25
Terms and Conditions of Sale Specifications The manufacturer is constantly testing and improving the performance of products, thus specifications are subject to change wit hout notice. For the latest information please contact your local distributor.
General For the purpose of these terms and conditions of sale, Structural Dynamics Co., Ltd. (Strudyna) should be referred to as "Manuf acturer". Any related companies and representatives of Strudyna is referred to as a "Local distributor". Any Client purchasing Structural Dyn amic items shall be referred to as the "Buyer". Products described and presented in this catalog shall be referred to as the "goods". These gene ral terms and conditions of sale will apply to all sales of Structural Dynamic items described in this catalog and serves as a binding contra ct and agreement between manufacturer, local distributor and buyer. Contact your local strudyna sales office for additional or local agreements and warranties.
Title and Risk The local distributor shall hold the title and proprietary ownership of the goods until 100% of payment to the goods have been paid by the buyer to the local distributor. However unless prior written consent is agreed, the risk of damage to the goods shall be passed to the buyer upon the receipt of the goods by the buyer.
Cancellation Goods purchased and confirmed by buyer may not be subject to cancellation, unless a prior written consent is given by the manuf acturer or local distributor to the buyer.
Force majeure In the event of unpredictable natural or political cause beyond the manufacturer's and local distributor's control such as but not limited to: War, Rebellion, Piracy, Civil Commotion, Political unrest, Strike or industrial dispute, fire, earthquake, flooding or draught or ba d weather, the unavailability of materials or delay delivery of suppliers, the inability to secure labour force or by any other cause whatsoev er beyond the Manufacturer's and Local distributor's control, the manufacture and local distributor shall notify promptly to the buyer the ca use of force majeure. The manufacture and Local distributor shall have the right to cancel the contract to deliver so long as the force maje ure shall continue.
Warranty The products listed in this catalog are supplied to the buyer with a guarantee of being free from detective craftsmanship and m aterials at the time of shipment. Shall to buyer be dissatisfied with the product, a written notice must be sent to local distributor within 14 days from receipt of goods and subject to replacement or cancellation of order by choice of local distributor and manufacture. The manufacture wa rrants that in normal usage and with proper maintenance, goods will perform under its specifications for a period of 5 years. Any goods which prove to be defective under normal use will be repaired or replaced at the manufacturer's option. The manufacture and local distributor acc ept no responsibility if the goods purchased from this catalog are used in applications where their safe working load listed in this c atalog is exceeded or in cases where goods are improperly installed. The manufacture and local supplier make no representations for suitability to a particular design application setting. All good supplied in this catalog carry a limited lifetime warranty from the manufacture.
Price conditions Prices quoted by local distributor to buyer shall remain unchanged for the duration of 14 days unless quantities, packaging ins tructions, delivery destinations or any contract details are changed. Unless further stated in order confirmation, prices are ex-local dis tributor premises. Should a delivery destination be reached by local distributor and buyer, the local distributor is entitled to choose any means of transport the local distributor sees it fit.
learn more about strudyna and strudyna's product ranges at www.strudyna.com/en/product
strudyna.com
page 26
strudyna.com
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R
m STRUDYNA.com
Exclusive Agents Year 2014
Structural Dynamics Australia 4 / 14 Dover Drive Burleigh Heads Queensland 4220 Australia Tel : +07 5568 7084 Fax : +07 5576 5166 Email : ross@strudyna.com.au
Structural Dynamics Co., Ltd. Satorn Business Park 21/18 Krungthonburi Rd. Klongtonsai Klongsan Bangkok 10600 Thailand Tel : +(66) 2862 2487 Fax : +(66) 2862 2488 Email : sales@strudyna.com
Keng Wah Hardware Co., Pte. Ltd. Blk 2 Kitchener Road #01-85 Singapore 200002 Tel : +(65) 6392 4896 Fax : +(65) 6296 4736 Email : sales@kengwah.com
Anzor Fasteners Ltd. 8 Arrenway Drive Albany, Auckland, New Zealand Tel : +(64) 9 476 0001 Fax : +(64) 9 476 0090 Email : sales@anzor.co.nz
Structural Dynamics Europe Limited. Unit 10 Wingate Rd. Gosport Hampshire UK. PO12 4DP Tel : +44 (0) 845 262 5557 Fax : +44 (0) 239 294 0272 Email : sales@strudyna.eu
copyright@Strudyna Co., Ltd. 2014.
www.strudyna.com