MP-H Wall Panel

General Informationr
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	R Value
Insulation Material	Fire Class	Density	Insulation Thickness (mm)	Thermal Conductivity (λ)	(W/m²K)	(h·ft²·°F/Btu)
Polyisocyanurate (PIR)	B s1 d0 (TS EN 13501-1)	42 (±2)kg/m³	40	0.020 W/mK	0,53	11
			50		0,43	13
			60		0,34	17
			80		0,25	23
			100		0,20	28
			120		0,17	34
			150		0,13	43
			180		0,11	51
			200		0,10	57
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
						M ax.Distributed Load (kg/m²)
Polyisocyanurate (PIR)	40	0,50	0,40	10,72	Two Span	234	180	137	103	x
	40	0,50	0,40	10,72	Multi Span	241	185	147	117	x
	50	0,50	0,40	11,14	Two Span	309	242	201	151	x
	50	0,50	0,40	11,14	Multi Span	316	249	203	168	107
	60	0,50	0,40	11,56	Two Span	384	305	257	212	136
	60	0,50	0,40	11,56	Multi Span	392	313	262	220	140
	80	0,50	0,40	12,40	Two Span	537	435	373	324	206
	80	0,50	0,40	12,40	Multi Span	545	445	381	330	215
	100	0,50	0,40	13,24	Two Span	692	567	492	436	297
	100	0,50	0,40	13,24	Multi Span	699	579	503	444	304
	120	0,50	0,40	14,08	Two Span	848	702	613	549	397
	120	0,50	0,40	14,08	Multi Span	854	713	626	559	408
	150	0,50	0,40	15,34	Two Span	1083	906	799	721	566
	150	0,50	0,40	15,34	Multi Span	1089	918	813	736	574
	180	0,50	0,40	16,60	Two Span	1318	1112	988	897	708
	180	0,50	0,40	16,60	Multi Span	1324	1123	1003	914	720
	200	0,50	0,40	17,44	Two Span	1476	1476	1114	1016	804
	200	0,50	0,40	17,44	Multi Span	1481	1261	1131	1034	818

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).