MP-WS Outer Screw Fix Wall Panel

General Information
Technicial Specifications
Load Carrying Table
Surface Shapes

Surface of the panel can be produced as Mesa and Microlined texture. Panels can be laid horizontally, vertically or angled and offers unlimited design possibilities with colour options to the designers.

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)
Rockwool	A2 s1 d0 (TS EN 13501-1)	90-100-110-120 kg/m³	50	0,036 W/mK	0,74	8
			60		0,59	10
			80		0,44	13
			100		0,35	16
			120		0,29	19
			150		0,24	24
External Sheet	Prepainted Galvanized Steel 0.50-0,60-0,70 mm
Internal Sheet	Prepainted Galvanized Steel 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	Fire Class	Density	Insulation Thickness ( mm )	Thermal Conductivity (l)
Insulation Material	Fire Class	Density	Insulation Thickness ( mm )	Thermal Conductivity (l)
Rockwool	A2 s1 d0 (TS EN 13501-1)	90-100-110-120 kg/m³	50	0,036 W/mK
			60
			80






Polyisocyanurate (PIR)	B s1 d0 (TS EN 13501-1)	42 (±2)kg/m³	100	0.020 W/Mk
			120
			150

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)
Rockwool	50	0,50	0,40	12,59	Two Span	281	258	171	x	x
	50	0,50	0,40	12,59	Multi Span	292	263	216	139	x
	60	0,50	0,40	13,59	Two Span	341	310	253	113	x
	60	0,50	0,40	13,59	Multi Span	357	317	282	177	110
	80	0,50	0,40	15,59	Two Span	476	422	392	214	96
	80	0,50	0,40	15,59	Multi Span	490	429	404	266	160
	100	0,50	0,40	17,59	Two Span	613	537	497	346	157
	100	0,50	0,40	17,59	Multi Span	627	544	509	371	217
	120	0,50	0,40	19,59	Two Span	751	652	603	481	233
	120	0,50	0,40	19,59	Multi Span	767	661	616	492	282
	150	0,50	0,40	22,59	Two Span	970	830	764	692	378
	150	0,50	0,40	22,59	Multi Span	983	841	778	705	394

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.