Painted Trapeziol Sheet

  • Corrosion resistance.
  • Long life.
  • After Sales Support.
  • Roof Systems
  • Facade Systems
Thickness 0,30mm - 1,20mm
Size 1000mm – 14000mm
Clear Closur 800mm - 1000mm

27/200 Trapezoid Form

Purlin Spacing (mm) Galvanized Sheet Thickness (mm)
0,50 0,60 0,70 0,80 0,90 1,00 1,20
1,20 411 536 617 107 182 824 989
1,40 302 393 453 515 575 605 726
1,50 264 343 396 449 501 528 634
1,80 183 238 275 312 348 367 440
2,00 149 193 223 252 282 297 356
2,20 123 160 184 209 233 245 295
2,40 103 134 155 175 186 206 248
2,80 95 98 114 129 144 152 182
3,00 66 86 99 112 125 132 158
Moment of Inertia (j:cm4/m) 6,71 8,73 10,07 11,41 12,75 13,43 16,11
Strength Moment (W:cm3/m) 3,48 5,03 5,80 6,58 7,35 7,74 9,29

Allowable Stress = 1200 kg/cm2. Calculations are based on continuous beam shape.

 

38/151 Trapezoid Form

Purlin Spacing (mm) Galvanized Sheet Thickness (mm)
0,50 0,60 0,70 0,80 0,90 1,00 1,20
1,20 460 555 643 730 817 901 1068
1,40 342 408 472 537 600 662 785
1,50 262 312 362 411 459 507 601
1,80 207 247 286 325 363 401 475
2,00 168 200 231 263 294 325 385
2,20 138 165 191 217 243 268 318
2,40 116 139 161 183 204 225 267
2,80 99 118 137 156 174 192 228
3,00 67 80 93 105 118 130 154
Moment of Inertia (j:cm4/m) 12,79 15,24 17,66 20,05 22,40 24,72 29,27

Strength Moment

(W:cm3/m)

5,08 6,05 7,02 7,97 8,91 9,83 11,65

 

57/900 Trapezoid Form

Purlin Spacing (mm) Galvanized Sheet Thickness (mm)
0,5 0,5 0,7 0,8 0,9 1 1,2
1 1.464 1.753 2.040 2.327 2.613 2.897 3.462
1,5 651 779 907 1.034 1.161 1.288 1.539
2 366 438 510 582 653 724 865
2,5 145 173 202 230 258 286 342
3 163 195 227 259 290 322 385
  • The tables are designed according to the allowable stress method and EN 1993-1-3 (2006): Eurocode 3 Design of steel structures Part-1-3 Cold formed steel regulation.
  • In the calculations, the steel yield strength was used as 330 N/mm².
  • The loads in the tables are given in kg/m² and the values ​​are given according to the multi-span continuous beam calculation.
  • Tolerance values ​​used in the calculations  are given according to the TS EN 10143  Continuously Hot Dip Metal Coated Steel Strips and Sheets - Dimensional and Shape Tolerances Standard.
  • The loading was done so that the maximum deflection limit would be L/200.

You can contact us for all your questions, opinions and suggestions.