MP-R5 5 Ribbed Roof Panel

General Information
Technicial Specifications
Load Carrying Table

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	0,49	12
			50		0,39	14
			60		0,33	17
			80		0,25	23
			100		0,20	29
			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)	Thickness (mm)	Internal Steel (mm)	Weight (kg/m²)	Span Type (mm)	Span Distance
						1000	1500	2000	2500	3000
						Max.Distributed Load (kg/m²)
Polyisocyanurate (PIR)	40	0,50	0,40	10,00	Two Span	630	355	198	132	89
	40	0,50	0,40	10,00	Multi Span	647	365	199	135	91
	50	0,50	0,40	10,42	Two Span	660	383	219	150	101
	50	0,50	0,40	10,42	Multi Span	675	393	221	150	103
	60	0,50	0,40	10,84	Two Span	682	410	240	167	113
	60	0,50	0,40	10,84	Multi Span	693	421	244	167	115
	80	0,50	0,40	11,68	Two Span	712	431	282	201	139
	80	0,50	0,40	11,68	Multi Span	720	441	288	203	140
	100	0,50	0,40	12,52	Two Span	738	443	318	237	165
	100	0,50	0,40	12,52	Multi Span	738	451	324	241	166
	120	0,50	0,40	13,36	Two Span	745	451	324	253	183
	120	0,50	0,40	13,36	Multi Span	750	458	330	257	184
	150	0,50	0,40	14,62	Two Span	759	460	330	258	186
	150	0,50	0,40	14,62	Multi Span	763	465	335	262	187
	180	0,50	0,40	15,88	Two Span	769	465	334	261	188
	180	0,50	0,40	15,88	Multi Span	772	469	338	265	189
	200	0,50	0,40	16,72	Two Span	774	469	336	262	189
	200	0,50	0,40	16,72	Multi Span	776	472	340	266	189

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.