MP-R3K 3 Ribbed Roof Panel with Kraft Paper
Sandwich Panel with Kraft Paper is used alternative to terrace roof systems coverings.Panel is produced as metal (painted galvanized steel) on internal surface and kraft paper on external surface. Kraft paper is cellulose based and suitale for the contruction of bituminous water insulation layer on terrace roofs.
Insulation Material |
Fire Class |
Density |
Insulation |
Thermal |
U Value | R Value |
---|---|---|---|---|---|---|
(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 | 110~140 gr/m² Kraft Paper | |||||
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.
Product Name |
Steel Thickness (mm) |
Weight (kg/m2) |
Span Type (mm) |
Span Distance | ||||
---|---|---|---|---|---|---|---|---|
1000 | 1500 | 2000 | 2500 | 3000 | ||||
Max.Distributed Load (kg/m2) | ||||||||
32/250 Corrugated Sheet |
0,40 | 3,52 | Two Span | 296 | 190 | 88 | 47 | 41 |
Multi Span | 341 | 221 | 104 | 57 | 51 | |||
0,50 | 4,40 | Two Span | 363 | 237 | 110 | 59 | 50 | |
Multi Span | 418 | 273 | 132 | 74 | 63 | |||
0,60 | 5,28 | Two Span | 441 | 285 | 133 | 71 | 62 | |
Multi Span | 503 | 325 | 159 | 86 | 77 | |||
0,70 | 6,15 | Two Span | 536 | 333 | 155 | 83 | 73 | |
Multi Span | 612 | 380 | 188 | 102 | 90 |
Product Name |
Steel Thickness (mm) |
Weight (kg/m2) |
Span Type (mm) |
Span Distance | ||||
---|---|---|---|---|---|---|---|---|
1000 | 1500 | 2000 | 2500 | 3000 | ||||
Max.Distributed Load (kg/m2) | ||||||||
32/500 Corrugated Sheet |
0,40 | 3,77 | Two Span | 341 | 208 | 108 | 58 | 51 |
Multi Span | 393 | 242 | 128 | 70 | 63 | |||
0,50 | 4,71 | Two Span | 421 | 258 | 135 | 72 | 63 | |
Multi Span | 485 | 297 | 162 | 90 | 77 | |||
0,60 | 5,65 | Two Span | 489 | 312 | 163 | 87 | 76 | |
Multi Span | 558 | 356 | 194 | 106 | 94 | |||
0,70 | 6,59 | Two Span | 562 | 364 | 190 | 101 | 91 | |
Multi Span | 641 | 415 | 230 | 124 | 112 |
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).