MILLS FORMWORK

M I L L S P A N O : C O M P L E T E H O R I Z O N T A L F O R M W O R K S Y S T E M Specifications and load capacity ... 18 > Characteristics: The frame of the panel is made of galvanised steel. Yield strength: fy = 235 MPa. Give attention to the influence of the Ved shear force on Mel,rd whenVed > 50%Vpl,rd. To calculate these values for the resistance to SLS: x 1.5 - Flat panel Primary string beam 200x100x4: Permissible moment: Mel,rd = 1,260 daN.m Permissible shear: Vpl,rd = 7,697 daN Inertia: Iy = 958.5 cm 4 Elastic bending modulus: Wel,y = 80.5 cm 3 Secondary joist 80x80x3: Permissible moment: Mel,rd = 345 daN.m Permissible shear: Vpl,rd = 4,070 daN Inertia: Iy = 87.7 cm 4 Elastic bending modulus: Wel,y = 21.9 cm 3 Plastic bending modulus: Wpl,y = 25.8 cm 3 Primary string beam 200x100x4: Permissible moment: Mel,rd = 1,880 daN.m Permissible shear: Vpl,rd = 13,809 daN Inertia: Iy = 1,200 cm 4 Elastic bending modulus: Wel,y = 120 cm 3 Plastic bending modulus: Wpl,y = 148 cm 3 Primary string beam 150x100x4: Permissible moment: Mel,rd = 1,242 daN.m Permissible shear: Vpl,rd = 10,257 daN Inertia: Iy = 595 cm 4 Elastic bending modulus: Wel,y = 63.7 cm 3 Plastic bending modulus: Wpl,y = 79.3 cm 3 - Gusset deck 90 x 30: > Connection “L”: Angle 80x60x7 (fy = 235 MPa). When the span of the finishing plywood is excessive, the connection “L”s make it possible to create a formwork key between two decks with a width of 2.50 m. NT 009 - MILLS FORMWORK TECHNICAL INFORMATION 316 316 1.80 316 316 316 110 110 1,400 900 1,000 87 500 300 220 300 220 60 80 Spacing according to the applied load Shim plywood, 21 mm th. Shim plywood, 18 mm th. Solid timber 75 x 225 mm Panel Panel Panel Panel Finishing plywood Permissible vertical load per angle: 4,355 daN/m OR HM 18-50 bolt fully threaded Fully threaded HM 18-50 bolt Connection “L” Connection “L” 4 4 3 3 1 1 1 B B B B B B B B 2 2 2 L = 1,245 or 2,495 1m00 (L= 1,245) or 1m60 (L = 2,495) 101 206 Fully threaded HM 18-50 bolt Vrd WARNING: Not compatible with 1.25 m wide decks. finishing plywood Mills Pano Position of the bolts - Mills Pano gusset: > Connection via bolting between decks: The bolts have to be positioned immediately next to the string beams.The connection considered is a ball joint . Resistance of the connection: Permissible shear force : - Mills Pano width 2.50 m: Vrd = 3,625 daN (per string beam) - Mills Pano width. 1.25 m: Vrd = 1,087 daN (per string beam) B Vrd Vrd 1 = 2,133 daN SLS Vrd 2 = 1,445 daN SLS Vrd Vrd All dimensions are in mm and m. Weights are in kg.