ألواح الأسقف ذو الحدوات MP-3R 3

General Information
Technicial Specifications
Load Carrying Table

Insulation Material	Fire Class	Density	Insulation Thickness (mm)	Thermal Conductivity (l)	U Value	R Value
Insulation Material	Fire Class	Density	Insulation Thickness (mm)	Thermal Conductivity (l)	(W/m²K)	(h·ft²·°F/Btu)
Polyurethane (PUR)	B s2 d0 (TS EN 13501-1)	40 (±2)kg/m³	40	0,022 W/mK	0,53	11
			50		0,43	13
			60		0,36	16
			80		0,27	21
			100		0,22	26
			120		0,18	31
			150		0,15	39
			180		0,12	47
			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	9,48	Two Span	412	251	153	103	68
	40	0,50	0,40	9,48	Multi Span	422	258	154	105	69
	50	0,50	0,40	9,88	Two Span	428	260	173	119	80
	50	0,50	0,40	9,88	Multi Span	437	267	175	119	81
	60	0,50	0,40	10,28	Two Span	439	267	193	136	92
	60	0,50	0,40	10,28	Multi Span	446	274	196	136	93
	80	0,50	0,40	11,08	Two Span	446	276	198	155	113
	80	0,50	0,40	11,08	Multi Span	460	282	203	157	114
	100	0,50	0,40	11,88	Two Span	464	282	203	158	115
	100	0,50	0,40	11,88	Multi Span	468	286	206	161	116
	120	0,50	0,40	12,68	Two Span	471	286	205	160	116
	120	0,50	0,40	12,68	Multi Span	474	290	209	163	117
	150	0,50	0,40	13,88	Two Span	478	290	208	163	118
	150	0,50	0,40	13,88	Multi Span	480	293	212	166	118
	180	0,50	0,40	15,08	Two Span	482	292	210	164	119
	180	0,50	0,40	15,08	Multi Span	484	295	213	167	119
	200	0,50	0,40	15,88	Two Span	484	294	211	165	119
	200	0,50	0,40	15,88	Multi Span	485	296	213	168	119

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 .