Tiroir Mills

M I L L S T I R O I R : M A N U A L L Y O P E R A T E D U N L O A D I N G P L A T F O R M 5 NT 012 – MILLS TIROIR High performance and strength ... NB: Open and close the Mills Tiroir without a load. NB: Check the stress that is transfered to the slab.Additional struts may be required NB: The Mills Tiroir has a load-bearing capacity of 2 or 5 tonnes at mid-span. 3.00 1.50 4.00 4.50 5.50 “ Safety first on your work sites ” Offset between “Mills Tiroir” Parts Capacity of the MillsTiroir according to the position of the load - Platform anchored to the slab - Platform jacked between the slabs If the MillsTiroir does not abut against the slab, the admissible load will be reduced. In that case, contact our design and engineering department. Support reaction on each side of the platform Total load (t)* Rc Rb Ra 5 0.7 -5.9 8.9 4 0.6 -5.0 7.6 3 0.5 -4.0 6.3 2 0.4 -3.1 5.0 1 0.3 -2.2 3.6 0,5 0.3 -1.7 3.0 4.50 m LOAD = = 2.24 1.64 R b   R c  R a  LOAD R b   R c  R a  0.50 Support reaction on each side of the platform Total load (t)* Rc Rb Ra 2 0.6 -4.5 6.2 1,5 0.5 -3.7 5.2 1 0.4 -2.9 4.3 0,5 0.3 -2.1 3.3 Bearing pressure on each side of the platform Total load (t)* Rc Rb Ra 5 0.4 -7.2 10.5 4 0.4 -6.0 8.9 3 0.3 -4.9 7.4 2 0.3 -3.8 5.8 1 0.2 -2.7 4.2 0.5 0.2 -2.1 3.4 4.50 m LOAD = = 2.48 1.22  R c  R a  R b  R c  R a  R b  LOAD  0.50 Bearing pressure on each side of the platform Total load (t)* Rc Rb Ra 2 0.3 -5.5 7.4 1.5 0.3 -4.5 6.2 1 0.3 -3.5 5.1 0.5 0.2 -2.5 3.9 Anchors Anchors COMPLETE MILLS TIROIR Description Code Weight Complete Mills Tiroir 055250-5 2420 *Total gross load including the weight of the package, the personnel and their equipment.Vertical static loads centred on the platform. Support reactions presumed to be rigid. Abutting the slab Abutting the slab Abutting the slab Abutting the slab