ألواح الجبهة MP-H

General Information
Technicial Specifications
Load Carrying Table

H panel is used in interior partition walls ,containers and prefabricated Buildings. It is produced as 1250mm width and as Mesa pattern.

Insulation Material	Fire Class	Density	Insulation Thickness (mm)	Thermal Conductivity (λ)	U Value	U Value
Insulation Material	Fire Class	Density	Insulation Thickness (mm)	Thermal Conductivity (λ)	(W/m²K)	(h·ft²·°F/Btu)
Polyurethane (PUR)	B s2 d0 (TS EN 13501-1)	40 (±2)kg/m³	40	0,022 W/mK	0,58	10
			50		0,47	12
			60		0,37	15
			80		0,28	21
			100		0,22	26
			120		0,18	31
			150		0,15	39
			180		0,12	46
			200		0,11	52
External Sheet	Prepainted Galvanized Steel/Aluminium 0.35-0.40-0,45-0,50-0,60-0,70 mm
Internal Sheet	Prepainted Galvanized Steel/Aluminium 0.30-0.35-0.40-0,45-0,50-0,60-0,70 mm

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

Insulation Material	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)
Polyurethane (PUR)	40	0,50	0,40	10,64	Two Span	212	164	131	104	x
	40	0,50	0,40	10,64	Multi Span	219	169	135	109	x
	50	0,50	0,40	11,04	Two Span	280	219	183	151	x
	50	0,50	0,40	11,04	Multi Span	286	226	187	155	111
	60	0,50	0,40	11,44	Two Span	348	277	234	198	122
	60	0,50	0,40	11,44	Multi Span	355	285	239	203	147
	80	0,50	0,40	12,24	Two Span	487	395	339	299	224
	80	0,50	0,40	12,24	Multi Span	493	404	348	303	227
	100	0,50	0,40	13,04	Two Span	627	515	448	398	308
	100	0,50	0,40	13,04	Multi Span	633	525	458	406	310
	120	0,50	0,40	13,84	Two Span	768	637	558	500	390
	120	0,50	0,40	13,84	Multi Span	773	647	569	511	395
	150	0,50	0,40	15,04	Two Span	980	822	726	657	516
	150	0,50	0,40	15,04	Multi Span	985	832	739	671	526
	180	0,50	0,40	16,24	Two Span	1193	1008	897	817	646
	180	0,50	0,40	16,24	Multi Span	1197	1018	911	832	658
	200	0,50	0,40	17,04	Two Span	1335	1133	1012	924	733
	200	0,50	0,40	17,04	Multi Span	1339	1143	1026	941	747

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
. In Panel weight calculations, Polyurethane density is taken as 40 kg/m3 and Polyisocyanurate density is taken as 42 kg/m3.
. Values have been calculated using the steel quality fγ=240 Mpa(Yield Strength).