Touréchaf

24 NT008 - TOURÉCHAF TECHNICAL INFORMATION T O U R É C H A F : F A L S E W O R K T O W E R W I T H I N T E G R A L S A F E T Y S Y S T E M Compatibility with scaffolding... Length (m) L RL 0.70 1900 - 1.00 950 1510 1.50 465 1370 2.00 179 817 2.50 98 545 3.00 65 305 Mesh (m) Centre distance Load Ht x Lg (m) (m) (daN) 0.50x0.35 0.56 1200 0.50x1.00 1.04 1200 0.50x1.50 1.49 1200 1.00x0.35 1.03 1200 1.00x0.70 1.17 1200 1.00x1.00 1.35 1200 1.00x1.50 1.72 1200 1.00x2.00 2.15 1120 1.00x2.50 2.60 799 1.00x3.00 3.00 587 2.00x0.70 2.09 1176 2.00x1.00 2.19 1084 2.00x1.50 2.45 889 2.00x2.00 2.76 717 2.00x2.50 3.13 569 2.00x3.00 3.53 456 Bending with a uniformly distributed load (daN/m): Compressive load (daN): > L EDGERS : Ø 48.3x2.7 - f y =320 MPa Description Symbol Load Vertical force Vv - 300 daN Vv+ 1135 daN Vertical moment Mv- 40 daN.m Mv+ 32 daN.m Vertical rigidity Rv 39 daN.m/° Compression N- 1950 daN Traction N+ 2040 daN Horizontal moment Mh 21 daN.m Horizontal rigidity Rh 7 daN.m/° Horizontal force Vh 770 daN Permissible loads of the stirrup stressed by ledgers: Description Symbol Load Vertical force V 2250 daN Traction N 2210 daN Axial force F 1200 daN Permissible loads of the stirrup stressed by a diagonal brace in tensioning: > C RAB N ODE : > D IAGONAL BRACE : Ø 38x2.7 - f y =320 MPa > Resistance of scaffolding components: The values given hereinbelow are the maximum permissible loads by the scaffolding components. The load capacities are given at the SLS (Serviceability Limit State) To calculate values for the ULS (Ultimate Limit State): x1.5 Length (m) L RL 0.70 595 - 1.00 438 1180 1.50 325 1090 2.00 212 728 2.50 144 417 3.00 111 260 Bending with load concentrated in the middle of the span (daN): Length (m) L RL 0.70 1950 - 1.00 1950 1950 1.50 1950 1950 2.00 1950 1950 2.50 1898 1950 3.00 1366 1950 Compressive load (daN): Traction load: 2040 daN Traction load: 1200 daN N Vv+ Mv+ N+ N- Mv- Vv- N N N N N N N N F N N Vv+ V Mv+ N- N+ Mv- Vv- Mh Vh Vh Mh