ألواح الجبهة للبرغي المخفي MP-WH

General Information
Technicial Specifications
Load Carrying Table
Surface Shapes

Surface of the panel can be produced as Mesa and Microlined texture. Panels can be laid horizontally, vertically or angled and offers unlimited design possibilities with colour options to the designers.

Insulation Material	Fire Class	Density	Insulation Thickness (mm)	Thermal Conductivity (λ)	U Value	R Value
Insulation Material	Fire Class	Density	Insulation Thickness (mm)	Thermal Conductivity (λ)	(W/m²K)	(h·ft²·°F/Btu)
Rockwool	A2 s1 d0 (TS EN 13501-1)	90-100-110-120 kg/m³	50	0,036 W/mK	0,79	7
			60		0,67	9
			80		0,46	12
			100		0,36	16
			120		0,30	19
			150		0,24	24
External Sheet	Prepainted Galvanized Steel 0.50-0,60-0,70 mm
Internal Sheet	Prepainted Galvanized Steel 0.40-0.45-0.50-0.60-0.70 mm

U value calculated due to TS EN 14509.U value converted to American R Value.

Insulation Material	Fire Class	Density	Insulation Thickness ( mm )	Thermal Conductivity (l)
Insulation Material	Fire Class	Density	Insulation Thickness ( mm )	Thermal Conductivity (l)
Rockwool	A2 s1 d0 (TS EN 13501-1)	90-100-110-120 kg/m³	50	0,036 W/mK
			60
			80






Polyisocyanurate (PIR)	B s1 d0 (TS EN 13501-1)	42 (±2)kg/m³	100	0.020 W/mK
			120
			150

Insulation Material	Insulation Thickness (mm)	External Steel (mm)	Internal Steel (mm)	Weight (kg/m²)	Span Type (mm)	Span Distance
						1000	1500	2000	2500	3000
						Max.Distributed Load (kg/m²)
Rockwool	50	0,50	0,40	12,97	Two Span	286	263	176	x	x
	50	0,50	0,40	12,97	Multi Span	297	268	221	144	x
	60	0,50	0,40	14,07	Two Span	346	315	258	258	x
	60	0,50	0,40	14,07	Multi Span	362	322	287	182	115
	80	0,50	0,40	16,07	Two Span	481	427	397	219	101
	80	0,50	0,40	16,07	Multi Span	495	434	409	271	165
	100	0,50	0,40	18,07	Two Span	618	542	502	351	162
	100	0,50	0,40	18,07	Multi Span	632	549	514	376	222
	120	0,50	0,40	20,07	Two Span	756	657	608	486	238
	120	0,50	0,40	20,07	Multi Span	772	666	621	497	287
	150	0,50	0,40	23,07	Two Span	975	835	769	697	383
	150	0,50	0,40	23,07	Multi Span	988	846	783	710	399

Notes:
. Values have been calculated using the allowable “Stress Design” method, taking self weight, imposed loads (wind load) and temperature (Δt=±20ºC) into account.
. If loads are effected as downwards l/200 and l/150 , ıf loads are effected as suction l/150 deflection limits have been used
. Values have been calculated using the steel quality fγ=240 Mpa(Yield Strength).
. In Panel weight calculations, Polyurethane density is taken as 40 kg/m3 and Polyisocyanurate density is taken as 42 kg/m3.