Escalib Mills_GB

11 EsCALIB MILLs MDs Additional components ... Example: An 8-module Escalib located in Paris is subject to a peak wind pressure q p of 54 daN/m², corresponding to a wind speed of 107 km/h. In configuration I, the Escalib Mills is anchored every 3 modules. Each anchor must withstand the following stresses: - shear : V = 300 daN, - pullout :T = 200 daN. > Anchorage : This beam coupler can be positioned anywhere on the module uprights. > EsCALIB MILLs BEAM CoUPLER Description Code Weight Escalib Mills beam coupler 013049-2 2.0 Maximum loads on Etanco Ravalco/P eyebolt (model 359 200) in C20/25 concrete: (T² +V ²) < 400 daN & tan -1 (V/T) < 60° See manufacturer’s specifications for anchors and eyebolts. Slip force: 515 daN SLS. > PLAsTIC PoCKET FoR INsPECTIoN REPoRT Description Code Weight Pocket for report NC0410 0.3 Inspection report NC0427 - (A4 sheet) > Additional accessories: “No entry” is displayed until the inspection report has been completed and inserted into the plastic pocket. NB : The holes drilled in the foot plates are to be used to nail through to wooden blocks when it is necessary to spread the load on the ground.They must not be used to anchor the Escalib Mills to the ground. Downloadable from www.mills.fr >WRENCH (optional) Description Code Weight Escalib 36 mm wrench 013036-9 0.46 E s C A L I B M I L L s M D s : s I T E s P I R A L (pin + eyebolt + 1/2 ledger). > CoMPLETE TIE Dimensions Code Weight 0.40 m 023031-8 1.8 1.00 m 023032-6 4.0 > ANCHoR PoINT CLEVIs 0,50M Désignation Code Poids Tube lenght 0,50m 023050-8 2,7  18 50 (wall plugs not provided).