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)
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	9,91	Two Span	623	348	191	126	82
	40	0,50	0,40	9,91	Multi Span	640	358	192	129	84
	50	0,50	0,40	10,31	Two Span	653	376	212	143	94
	50	0,50	0,40	10,31	Multi Span	668	386	214	143	96
	60	0,50	0,40	10,71	Two Span	675	403	233	160	106
	60	0,50	0,40	10,71	Multi Span	686	414	237	160	108
	80	0,50	0,40	11,51	Two Span	705	424	275	194	132
	80	0,50	0,40	11,51	Multi Span	713	434	281	196	133
	100	0,50	0,40	12,31	Two Span	724	436	311	229	158
	100	0,50	0,40	12,31	Multi Span	731	444	317	233	159
	120	0,50	0,40	13,11	Two Span	738	444	317	246	176
	120	0,50	0,40	13,11	Multi Span	743	451	323	250	177
	150	0,50	0,40	14,31	Two Span	752	453	323	251	179
	150	0,50	0,40	14,31	Multi Span	756	458	328	255	180
	180	0,50	0,40	15,51	Two Span	762	458	327	254	181
	180	0,50	0,40	15,51	Multi Span	765	462	331	258	182
	200	0,50	0,40	16,31	Two Span	767	462	329	255	182
	200	0,50	0,40	16,31	Multi Span	769	465	333	259	182

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.