M2PH-P 4,8xL with washer A12

Diversity is only limited by imagination

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Materials:

Screws are made of low carbon steel surface-hardened and coated with a PREMIUM type coating of 540 hours resistance in salt spray test
Washer is made of aluminum with vulcanized EPDM layer
Screw heads and washers may be coated with lacquer coating

Installation:

Maximum drilling capacity in steel up to 2×1,00 mm
For installation, use cappers with a maximum speed of 2200 rpm with regulated torque
Screws for corrosivity class C3
Screws in class A1 – reaction to fire

Technical Approvals And Assessments:

Product code

EAN code

DxL

Color

hmin

hmax

hmin

hmax

Max. drilling capacity

Recess

Washer diameter

Single box

Outer cartoon

steel/wood

steel/steel

pcs.

BFPHP2483512

5901845930574

4,8x35

grey

0,50

1,00 + 1,00

TORX25

250

3000

MAXIMUM AND MINIMUM THICKNESS OF FIXED ELEMENTS:

h min – when connecting steel sheets together is the minimum thickness of those sheets. when connecting steel sheets to wooden substrate is the minimum thickness of the steel sheet that can be fixed
h max – when connecting steel sheets together is the maximum thickness of those sheets. when connecting steel sheets to wooden substrate is the maximum thickness of the fixed elements. Is the sum of: the thickness of the steel sheet and the thickness of components located between the substrate and steel sheet or the thickness of the air gap. The minimum embedment depth in wood was already counted

Fastener designation	Steel sheet thickness1), [mm]	Characteristic share load, [kN]*
		Steel substrate thickness 1), [mm]						Wood class ≥ C24 2)
		0,50	0,55	0,63	0,75	0,88	1,00	Wood class ≥ C24 2)
M2PH-P 4,8xL	0,50	1,28	1,28	1,28	1,28	1,28	1,28	1,28
	0,55	1,28	1,28	1,28	1,28	1,28	1,28	1,28
	0,63	1,28	1,28	1,56	1,56	1,56	1,56	1,56
	0,75	1,28	1,28	1,56	2,30	2,30	2,30	2,30
	0,88	1,28	1,28	1,56	2,30	2,30	2,30	2,30
	1,00	1,28	1,28	1,56	2,30	2,30	2,95	2,95
* 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
2) construction wood according to PN-EN 14081-1+A1:2011, class C24 according to PN-EN 338:2011

Fastener designation	Steel sheet thickness1), [mm]	Characteristic tension load, [kN]*
		Steel substrate thickness 1), [mm]						Wood class ≥ C24 2)
		0,50	0,55	0,63	0,75	0,88	1,00	Wood class ≥ C24 2)
M2PH-P 4,8xL	0,50	0,70	0,70	0,70	0,70	0,70	0,70	1,23
	0,55	0,70	0,70	0,70	0,70	0,70	0,70	1,23
	0,63	0,75	0,75	0,79	0,79	0,79	0,79	1,23
	0,75	0,75	0,75	0,92	1,05	1,05	1,05	1,23
	0,88	0,75	0,75	0,92	1,05	1,05	1,05	1,23
	1,00	0,75	0,75	0,92	1,05	1,05	1,40	1,23
* 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
2) construction wood according to PN-EN 14081-1+A1:2011, class C24 according to PN-EN 338:2011