Diversity is only limited by imagination
MSD LxWxT
Stress diffusers for fixing sandwich panels with hidden lock to various supports
Materials:
- Stress diffusers are made of low carbon steel S280GD
- Stress diffusers are zinc coated with a thickness 200 g/m2
- Diffuser with the designation SS is made of stainless steel A4
Installation:
- For use with screws for fixing sandwich panels
- Diffuser type depends on the type of substrate and support. Details in technical information
- Diffusers made of zinc plated carbon steel are designed for corrosion class C2
- Diffusers made of stainless steel are designed for corrosion class C4
- Screws in class A1 – reaction to fire
Technical Approvals and Assessments:
- AT-15-9189/2015
- ETA-16/0734
| Product code | EAN code | LxWxT | Color | General application | Number of holes | Hole spacing | Hole diameter | Single box | Outer cartoon |
| mm | - | - | pcs. | mm | mm | pcs. | pcs. | ||
| MSD80221240PL | 5901845905244 | 80x22x1,20 | zinc | edge support | 2 | 40 | 7 | 100 | 600 |
| MSDSS80221240PL | 5901845935333 | 80x22x1,20 | stainless steel | edge support | 2 | 40 | 7 | 100 | 600 |
| MSD100221225PL | 5901845905251 | 100x22x1,20 | zinc | intermediate support | 3 | 25 | 7 | 100 | 600 |
| MSDSS100221225PL | 5901845935340 | 100x22x1,20 | stainless steel | intermediate support | 3 | 25 | 7 | 100 | 600 |
| MSD150221215PL | 5901845905268 | 150x22x1,20 | zinc | edge support | 4 | 15 | 7 | 100 | 600 |
| MSD150221225PL | 5901845905275 | 150x22x1,20 | zinc | edge support | 4 | 25 | 7 | 100 | 600 |
Warning: only stress diffusers supplied in the original packaging and bearing the logo Baltic Fasteners are compatible product with technical approval AT-15-9189/2015 and European Technical Assessment ETA-16/0734.
| Fastener designation | Sandwich panel lining thickness 1), [mm] | Characteristic share load, [kN]* | ||||||||
| Steel substrate thickness 1), [mm] | ||||||||||
| 2,00 | 2,50 | 3,00 | 4,00 | 5,00 | 6,00 | 8,00 | ≥ 10,00 | |||
| M6S-P 6,3/5,5xL M6S-SP 6,3/5,5xL | 0,40 | MSD T ≥ 1,20 [mm] | 0,84 | 0,84 | 0,84 | 0,84 | 0,84 | ― | ― | ― |
| 0,50 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | ― | ― | ― | ||
| 0,55 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | ― | ― | ― | ||
| 0,63 | 1,90 | 1,90 | 1,90 | 1,90 | 1,90 | ― | ― | ― | ||
| 0,75 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | ― | ― | ― | ||
| 0,88 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | ― | ― | ― | ||
| 1,00 | 3,10 | 3,10 | 3,10 | 3,10 | 3,10 | ― | ― | ― | ||
| * In order to determine the design resistance characteristic value should be divided by a safety factor of 1.33 | ||||||||||
| 1) steel grade S280GD, S320GD or S350GD according to PN-EN 10346:2011 | ||||||||||
| Fastener designation | Sandwich panel lining thickness 1), [mm] | Characteristic share load, [kN]* | ||||||||
| Steel substrate thickness 1), [mm] | ||||||||||
| 4,00 | 5,00 | 6,00 | 8,00 | 10,00 | 11,00 | 14,00 | 16,00 | |||
| M12S-P 6,3/5,5xL M12S-SP 6,3/5,5xL | 0,40 | MSD T ≥ 1,20 [mm] | 0,84 | 0,84 | 0,84 | 0,84 | 0,84 | ― | ― | ― |
| 0,50 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | ― | ― | ― | ||
| 0,55 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | ― | ― | ― | ||
| 0,63 | 1,90 | 1,90 | 1,90 | 1,90 | 1,90 | ― | ― | ― | ||
| 0,75 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | ― | ― | ― | ||
| 0,88 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | ― | ― | ― | ||
| 1,00 | 3,10 | 3,10 | 3,10 | 3,10 | 3,10 | ― | ― | ― | ||
| * In order to determine the design resistance characteristic value should be divided by a safety factor of 1.33 | ||||||||||
| 1) steel grade S280GD, S320GD or S350GD according to PN-EN 10346:2011 | ||||||||||
| Fastener designation | Sandwich panel lining thickness 1), [mm] | Characteristic share load, [kN]* | ||||||||
| Steel substrate thickness 1), [mm] | ||||||||||
| 4,00 | 5,00 | 6,00 | 8,00 | 10,00 | 12,00 | 16,00 | 19,00 | |||
| M20S-P 6,3/5,5xL | 0,40 | MSD T ≥ 1,20 [mm] | 0,84 | 0,84 | 0,84 | 0,84 | 0,84 | 0,84 | 0,84 | 0,84 |
| 0,50 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | ||
| 0,55 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | 1,72 | ||
| 0,63 | 1,90 | 1,90 | 1,90 | 1,90 | 1,90 | 1,90 | 1,90 | 1,90 | ||
| 0,75 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | ||
| 0,88 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | 2,69 | ||
| 1,00 | 3,10 | 3,10 | 3,10 | 3,10 | 3,10 | 3,10 | 3,10 | 3,10 | ||
| * In order to determine the design resistance characteristic value should be divided by a safety factor of 1.33 | ||||||||||
| 1) steel grade S280GD, S320GD or S350GD according to PN-EN 10346:2011 | ||||||||||
| Fastener designation | Sandwich panel lining thickness 1), [mm] | Characteristic share load, [kN]* | |||
| Effective embedment depth in concrete hef [mm] 1) | |||||
| 30,00 | 40,00 | 50,00 | |||
| MC2S-P 7,0/6,3xL | 0,40 | MSD T ≥ 1,20 [mm] | 0,84 | 0,84 | 0,84 |
| 0,50 | 1,72 | 1,72 | 1,72 | ||
| 0,55 | 1,72 | 1,72 | 1,72 | ||
| 0,63 | 1,90 | 1,90 | 1,90 | ||
| 0,75 | 2,69 | 2,69 | 2,69 | ||
| 0,88 | 2,69 | 2,69 | 2,69 | ||
| 1,00 | 3,10 | 3,10 | 3,10 | ||
| * In order to determine the design resistance characteristic value should be divided by a safety factor of 1.33 | |||||
| 1) concrete class C20/25 according to PN-EN 206:2014 | |||||
| 2) steel grade S280GD, S320GD or S350GD according to PN-EN 10346:2011 | |||||
| Fastener designation | Sandwich panel lining thickness 1), [mm] | Characteristic tension load, [kN]* | ||||||||
| Steel substrate thickness 1), [mm] | ||||||||||
| 2,00 | 2,50 | 3,00 | 4,00 | 5,00 | 6,00 | 8,00 | ≥ 10,00 | |||
| M6S-P 6,3/5,5xL M6S-SP 6,3/5,5xL | 0,40 | MSD T ≥ 1,20 [mm] | 3,10 | 3,10 | 3,10 | 7,78 | 7,78 | ― | ― | ― |
| 0,50 | 3,10 | 3,10 | 3,10 | 7,78 | 7,78 | ― | ― | ― | ||
| 0,55 | 3,10 | 3,10 | 3,10 | 7,78 | 7,78 | ― | ― | ― | ||
| 0,63 | 3,10 | 3,10 | 3,10 | 7,78 | 7,78 | ― | ― | ― | ||
| 0,75 | 3,10 | 3,10 | 3,10 | 7,78 | 7,78 | ― | ― | ― | ||
| 0,88 | 3,10 | 3,10 | 3,10 | 7,78 | 7,78 | ― | ― | ― | ||
| 1,00 | 3,10 | 3,10 | 3,10 | 7,78 | 7,78 | ― | ― | ― | ||
| * In order to determine the design resistance characteristic value should be divided by a safety factor of 1.33 | ||||||||||
| 1) steel grade S280GD, S320GD or S350GD according to PN-EN 10346:2011 | ||||||||||
| Fastener designation | Sandwich panel lining thickness 1), [mm] | Characteristic tension load, [kN]* | ||||||||
| Steel substrate thickness 1), [mm] | ||||||||||
| 4,00 | 5,00 | 6,00 | 8,00 | 10,00 | 11,00 | 14,00 | 16,00 | |||
| M12S-P 6,3/5,5xL M12S-SP 6,3/5,5xL | 0,40 | MSD T ≥ 1,20 [mm] | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ― | ― | ― |
| 0,50 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ― | ― | ― | ||
| 0,55 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ― | ― | ― | ||
| 0,63 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ― | ― | ― | ||
| 0,75 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ― | ― | ― | ||
| 0,88 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ― | ― | ― | ||
| 1,00 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ― | ― | ― | ||
| * In order to determine the design resistance characteristic value should be divided by a safety factor of 1.33 | ||||||||||
| 1) steel grade S280GD, S320GD or S350GD according to PN-EN 10346:2011 | ||||||||||
| Fastener designation | Sandwich panel lining thickness 1), [mm] | Characteristic tension load, [kN]* | ||||||||
| Steel substrate thickness 1), [mm] | ||||||||||
| 4,00 | 5,00 | 6,00 | 8,00 | 10,00 | 12,00 | 16,00 | 19,00 | |||
| M20S-P 6,3/5,5xL | 0,40 | MSD T ≥ 1,20 [mm] | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 |
| 0,50 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ||
| 0,55 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ||
| 0,63 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ||
| 0,75 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ||
| 0,88 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ||
| 1,00 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | 7,78 | ||
| * In order to determine the design resistance characteristic value should be divided by a safety factor of 1.33 | ||||||||||
| 1) steel grade S280GD, S320GD or S350GD according to PN-EN 10346:2011 | ||||||||||
| Fastener designation | Sandwich panel lining thickness 1), [mm] | Characteristic tension load, [kN]* | |||
| Effective embedment depth in concrete hef [mm] 1) | |||||
| 30,00 | 40,00 | 50,00 | |||
| MC2S-P 7,0/6,3xL | 0,40 | MSD T ≥ 1,20 [mm] | 2,47 | 7,25 | 7,78 |
| 0,50 | 2,47 | 7,25 | 7,78 | ||
| 0,55 | 2,47 | 7,25 | 7,78 | ||
| 0,63 | 2,47 | 7,25 | 7,78 | ||
| 0,75 | 2,47 | 7,25 | 7,78 | ||
| 0,88 | 2,47 | 7,25 | 7,78 | ||
| 1,00 | 2,47 | 7,25 | 7,78 | ||
| * In order to determine the design resistance characteristic value should be divided by a safety factor of 1.33 | |||||
| 1) concrete class C20/25 according to PN-EN 206:2014 | |||||
| 2) steel grade S280GD, S320GD or S350GD according to PN-EN 10346:2011 | |||||
European Technical Assessment:
Declaration of Performance:
Product Card:
Operator Manual:
Do not forget about accessories!!!
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