RINGSCAFF MODULAR SCAFFOLDING - Scafom

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Modular scaffolding RINGSCAFF2 Special provisionsConnection of vertical diagonalDeflection under loadIn the entire system the vertical diagonals including their connections must be calculated using a longitudinalspring with the stiffness according to the table below, depending on the direction of stress forces (tension orpressure).Stiffness C of the longitudinal spring of the vertical diagonalBay length Bay height Length of barL [m] H [m] [m]Pressure stress-cV,d [kN/cm]Tensile stress+cV,d [kN/cm]6.14 2.5 6.49 3.7 11.80.73 2.08 12.8 13.41.09 2.21 12.6 13.31.40 2.36 12.5 13.21.572.45 12.4 13.22.02.07 2.77 11.9 13.12.57 3.14 11.5 12.93.07 3.54 10.5 12.84.14 4.46 8.2 12.51.572.06 12.8 13.41.52.57 2.85 11.8 13.01.57 1.73 13.1 13.52.072.16 12.6 13.31.02.57 2.62 12.2 13.13.07 3.08 11.5 12.91.571.50 13.3 13.50.52.57 2.47 12.4 13.230Scafom International BV · Phone +31 495 497204 · Fax +31 495 430676 · Mail info@scafom.com
Modular scaffolding RINGSCAFF2 Special provisionsLoad capacity verificationFor the vertical diagonals the following verification must be carried out:Nv / Nv,R,d
Page 1: Instructions forerection and useRIN
Page 4: Modular scaffolding RINGSCAFFTable
Page 8 and 9: Modular scaffolding RINGSCAFF2 Spec
Page 40 and 41: Modular scaffolding RINGSCAFF3 Erec
Page 48 and 49: Modular scaffolding RINGSCAFF4 Stan
Page 62: Modular scaffolding RINGSCAFF5 Tech

RINGSCAFF MODULAR SCAFFOLDING - Scafom

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