Diversity is only limited by imagination
MSW WxA
Saddle washers for installation of sandwich panels to various substrates

Materials:
- Saddle washers are made of aluminum
- Saddle washers may be coated with lacquer coating
Installation:
- Saddle washer type should be selected to a particular type of sandwich panel manufactured by specific producer
- When selecting the length of the screw to the sandwich panel, saddle washer thickness 4mm should be taken into account
- Saddle washers for corrosivity class C3

Product code | EAN code | Saddle washer width W | Saddle washer angle A | Crest width | Sandwich panel lining angle | Color | Single box | Outer cartoon |
mm | degrees | mm | degrees | - | pcs. | pcs. | ||
BFMSW2527 | 5901845905565 | 26 | 27 | 25 | 27 | aluminum | 100 | 500 |
BFMSW3530 | 5901845905589 | 36 | 30 | 35 | 30 | aluminum | 100 | 500 |
BFMSW4032 | 5901845905596 | 41 | 32 | 40 | 32 | aluminum | 100 | 500 |
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 | MSW 25-27 MSW 40-32 |
3,10 | 3,10 | 3,10 | 8,07 | 8,07 | ― | ― | ― |
0,50 | 3,10 | 3,10 | 3,10 | 8,07 | 8,07 | ― | ― | ― | ||
0,55 | 3,10 | 3,10 | 3,10 | 8,07 | 8,07 | ― | ― | ― | ||
0,63 | 3,10 | 3,10 | 3,10 | 8,07 | 8,07 | ― | ― | ― | ||
0,75 | 3,10 | 3,10 | 3,10 | 8,07 | 8,07 | ― | ― | ― | ||
0,88 | 3,10 | 3,10 | 3,10 | 8,07 | 8,07 | ― | ― | ― | ||
1,00 | 3,10 | 3,10 | 3,10 | 8,07 | 8,07 | ― | ― | ― | ||
* 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 | MSW 25-27 MSW 40-32 |
7,93 | 7,93 | 10,14 | 10,14 | 10,14 | 10,14 | ― | ― |
0,50 | 7,93 | 7,93 | 10,90 | 10,90 | 10,90 | 10,90 | ― | ― | ||
0,55 | 7,93 | 7,93 | 10,90 | 10,90 | 10,90 | 10,90 | ― | ― | ||
0,63 | 7,93 | 7,93 | 10,90 | 10,90 | 10,90 | 10,90 | ― | ― | ||
0,75 | 7,93 | 7,93 | 10,90 | 10,90 | 10,90 | 10,90 | ― | ― | ||
0,88 | 7,93 | 7,93 | 10,90 | 10,90 | 10,90 | 10,90 | ― | ― | ||
1,00 | 7,93 | 7,93 | 10,90 | 10,90 | 10,90 | 10,90 | ― | ― | ||
* 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 | MSW 25-27 MSW 40-32 |
8,02 | 8,02 | 10,14 | 10,14 | 10,14 | 10,14 | 10,14 | 10,14 |
0,50 | 8,02 | 8,02 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | ||
0,55 | 8,02 | 8,02 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | ||
0,63 | 8,02 | 8,02 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | ||
0,75 | 8,02 | 8,02 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | ||
0,88 | 8,02 | 8,02 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | ||
1,00 | 8,02 | 8,02 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | 10,90 | ||
* 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 2), [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 | MSW 25-27 MSW 40-32 |
2,47 | 7,25 | 10,14 |
0,50 | 2,47 | 7,25 | 10,90 | ||
0,55 | 2,47 | 7,25 | 10,90 | ||
0,63 | 2,47 | 7,25 | 10,90 | ||
0,75 | 2,47 | 7,25 | 10,90 | ||
0,88 | 2,47 | 7,25 | 10,90 | ||
1,00 | 2,47 | 7,25 | 10,90 | ||
* 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 2), [mm] | Characteristic tension load, [kN]* | |||
Effective embedment depth in wood hef [mm] 1) | |||||
40,00 | |||||
MC2S-P 7,0/6,3xL | 0,40 | MSW 25-27 MSW 40-32 |
3,63 | ||
0,50 | 3,63 | ||||
0,55 | 3,63 | ||||
0,63 | 3,63 | ||||
0,75 | 3,63 | ||||
0,88 | 3,63 | ||||
1,00 | 3,63 | ||||
* In order to determine the design resistance characteristic value should be divided by a safety factor of 1.33 | |||||
1) construction wood according to PN-EN 14081-1+A1:2011, class C24 according to PN-EN 338:2011 | |||||
2) steel grade S280GD, S320GD or S350GD according to PN-EN 10346:2011 |
Product Card:
Operator Manual:
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