Roof 5 Ribs Panel

//Roof 5 Ribs Panel
Roof 5 Ribs Panel 2018-01-06T15:23:47+00:00

Project Description

Maximum allowable uniformly distributed load (Kg/m2)

T(mm) / S(mm) 150 200 250 300 350 400 450 500 550 600
30 323 240 173 118 84
40 373 277 221 158 113 83
50 319 253 201 145 109
60 362 287 238 179 135 105 76
80 360 298 254 192 149 119 93
100 359 306 252 197 157 127 106
T(mm) / S(mm) 150 200 250 300 350 400 450 500 550 600
30 323 240 190 150 105
40 373 277 221 182 144 100
50 319 253 207 176 138 96
60 362 287 238 201 172 130 91
80 360 299 254 221 189 151 112
100 359 306 267 235 200 163 127

The allowable loads (L) are specified in [Kg/m2] and the deflection at midpoint are not
exceeding 1/100 of span lenght.
– The tables don’t replace the structural analysis required for execution of the
constructional work and have been determined according to EN-14509
– Review with the Egyptian Code should be done by the designers.

Item Specs
Standards Panels manufacture according to EN 14509
Thickness (mm) 30 – 40 – 50 – 60 – 80 – 100
Width (mm) 1000
Maximum Lenght (mm) 14000 (depending on transportation conditions)
External Facing Thickness (mm) (0.4 – 0.5 – 0.7)
Internal Facing Thickness (mm) (0.3 – 0.4 – 0.5 – 0.7)
Zinc Coating G 60 – 180 gm/m2
Front Face Coats (Microns) 25 microns nominal (20 microns of polyester paint+5 microns of primer).
Back Face Coats 7 microns of primer
Reaction to Fire PIR : – BS2d0 as per EN13501-1
– B1 as per DIN 4102
– Class 1 as per BS476
– El 30 for thickness 80-100 mm
Reaction to Fire PUR : BS3d0 as per EN14509 – EN 13501
Thickness (mm) U Value (w/m2k) Weight 0.5+0.5 (kg\m2)
30 0.51 10.58
40 0.41 10.98
50 0.34 11.38
60 0.29 11.79
80 0.23 12.58
100 0.18 15.90