MILLS FORMWORK

M W P : M I L L S W O R K P L A T F O R M NT 009 - MILLS FORMWORK TECHNICAL INFORMATION 13 Touréchaf MWP onTouréchaf falsework of low height: MWP Vertical formwork panel 2.40 m 4.00 m 4.00 m 4.00 m 1 1.5 2 2.5 : 900 1.100 1.300 1.500 1.700 1.900 2.100 2.300 2.500 2.700 > Chart for vertical formwork panel: 4 outer rings for loading /unloading lorries. Maximum distance between supports of the MWP (m) Maximum weight of the vertical formwork panel (daN/m) Lifting up to 4 MWPs. > Lifting: > Distribution wedge for vertical formwork panel: String beam 200x80x4 - S235: - Inertia Iy = 1,087 cm 4 - Bending modulusWy = 109 cm 3 Joist 120x60x3 - S235 - Inertia Iz = 66.4 cm 4 - Bending modulusWz = 22 cm 3 > Mechanical characteristics: WARNING : Provide a weight distribution under the punctual supports of the vertical formwork panel. WARNING : Max. height of the vertical formwork panel 6 m. Fit the MWP to the existing in order to take up the horizontal forces. WARNING: Up to the load capacity limit of the lorry. Max. 8 MWP heights. m a x . 3 0 ° - Distribution beam (min. section 150x50 mm) required under the vertical formwork panel stands. - Permissible one-off loads: - 300 kg on 50 cm² (surface equivalent to a vertical formwork panel screw jack). - 170 kg on 20 cm² (40x50 mm rectangle) at all points of the board. FORMWORK