Page 63 - UK Standard Products Catalogue 2018_23.10.18

Galvanised Steel

Headload Capacity Information

E. Light Light Medium Heavy E.Heavy E.Light Light Medium Heavy E.Heavy Design Shear
Mast Mounting Weight (24.92m/s) (26.5m/s) (27.58m/s) (28.75m/s) (31.95m/s) (24.92m/s) (26.5m/s) (27.58m/s) (28.75m/s) (31.95m/s) Moment Load
(m) Arrang. (kg)
TCAT II TCAT II TCAT II TCAT II TCAT II TCAT III TCAT III TCAT III TCAT III TCAT III (m.daN) (daN)
10 Post Top 32 0,686 0,583 0,525 0,470 0,352 0,984 0,836 0,752 0,673 0,506 1583 228
10 0.5m S-Arm 18 0,531 0,444 0,394 0,348 0,245 0,781 0,657 0,586 0,520 0,380 1563 223
10 1m S-Arm 18 0,424 0,348 0,305 0,264 0,179 0,642 0,534 0,472 0,415 0,292 1519 219
10 1.5m S-Arm 16,5 0,336 0,269 0,231 0,195 0,120 0,530 0,433 0,378 0,328 0,220 1485 216
12 Post Top 20 0,354 0,277 0,233 0,192 0,104 0,567 0,458 0,395 0,336 0,213 1600 223
12 0.5m S-Arm 18 0,312 0,245 0,204 0,164 0,079 0,500 0,405 0,350 0,298 0,184 1588 222
12 0.5m S-Arm 12 0,342 0,270 0,227 0,185 0,096 0,540 0,439 0,381 0,328 0,208 1587 220
12 1m S-Arm 14 0,256 0,194 0,158 0,125 0,047 0,429 0,340 0,291 0,244 0,145 1582 222
12 1m S-Arm 10 0,277 0,211 0,175 0,140 0,059 0,456 0,365 0,312 0,263 0,162 1579 220
12 1.5m S-Arm 12 0,199 0,141 0,109 0,080 -- 0,356 0,276 0,230 0,187 0,097 1579 222
12 1.5m S-Arm 10 0,208 0,151 0,118 0,086 -- 0,370 0,287 0,241 0,197 0,105 1577 221

Foundation Information

Concrete Foundation In Accordance with BS EN 12767:2007. N.A. 7, In Good, Medium & Poor Ground. See Note Below.

Good Medium Poor
Mast (m) Weight (kg) Mounting Arrangement
G=630 kN/m2 per m. G=390 kN/m2 per m. G=230 kN/m2 per m.
10 32 Post Top �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
10 18 0.5m Single Arm �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
10 18 1m Single Arm �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
10 16,5 1.5m S-Arm �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
12 20 Post Top �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
12 18 0.5m S-Arm �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
12 12 0.5m S-Arm �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
12 14 1m S-Arm �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
12 10 1m S-Arm �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
12 12 1.5m S-Arm �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
12 10 1.5m S-Arm �0.5m x 1.5m P/Depth �0.75m x 1.5m P/Depth �1.25m x 1.5m P/Depth
Note: Good, Medium & Poor ground descriptions can be found in BD94/07 & PD6547:2004+A1:2009. Foundation size is designed in accordance with BS
EN 12767:2007. N.A 7. Concrete to be plain C25/30 air entrained concrete for frost resistance. Any water present in holes to be removed prior to placing
concrete. Column to be located centrally within the foundation.

Dimensions and technical information given as an indication.
See diagrams beginning on page 308 for info regarding the moments and abbreviations used in above tables.
Valmont reserves the right to make, without delay and without prior notice, the technical or aesthetic modifications that it
deems necessary to improve the products of the Standard Collection.