Description
Galvanised box-section for fabrication of steel frames. Designed for both simple two-dimensional supports and complex volumetric arrangements. Holes are designed to receive Self Forming Screw FLS in conjunction with relevant components.
Certification



Technical specifications
| Primary element material | steel |
| Surface finish | HCP |
| Corrosion protection class | C4 |
Load range
|
Type |
-VX,perm. |
VX,perm. |
-VY,perm. |
VY,perm. |
-VZ,perm. |
VZ,perm. |
| TP F100 6M HCP | 423,60 kN | 423,60 kN | 31,90 kN | 31,90 kN | 31,90 kN | 31,90 kN |
| TP F100/160 6M HCP | 500,00 kN | 500,00 kN | 39,40 kN | 39,40 kN | 38,60 kN | 38,60 kN |
|
Type |
-MX,perm. |
MX,perm. |
-MY,perm. |
MY,perm. |
-MZ,perm. |
MZ,perm. |
| TP F100 6M HCP | 2,9 kNm | 2,9 kNm | 10,5 kNm | 10,5 kNm | 10,5 kNm | 10,5 kNm |
| TP F100/160 6M HCP | 4,8 kNm | 4,8 kNm | 21,7 kNm | 21,7 kNm | 13,8 kNm | 13,8 kNm |
|
Type |
Elastic modulus Wy |
Elastic modulus Wz |
Second moment of area Iy |
Second Moment of Area Iz |
| TP F100 6M HCP | 32,83 cm³ | 32,83 cm³ | 173,44 cm^4 | 173,44 cm^4 |
| TP F100/160 6M HCP | 67,49 cm³ | 47,15 cm³ | 547,73 cm^4 | 269,90 cm^4 |
|
Type |
Torsional constant It |
Cross-sectional Area A |
| TP F100 6M HCP | 129,35 cm^4 | 7,60 cm² |
| TP F100/160 6M HCP | 185,62 cm^4 | 14,22 cm² |
The specified load values are design loads Rd and include a partial safety factor γM2 = 1.25 (DIN EN 1993-1-8:2025-04, Table 4.1)
A partial safety factor of γG = 1.35 (DIN EN 1990:2021-10, Table A1.2(B)) must be taken into account for permanent loads.





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