Rothoblaas - Vijci i spojnice za drvo Page 217
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PRIMJER PRORAČUNA: PRIČVRŠĆIVANJE NEPREKINUTOG IZOLATORA POMOĆU DGZ PODACI PROJEKTA Opterećenja pokrova Trajno opterećenje gk 0,45 kN/m2 Opterećenje snijegom s 1,70 kN/m2 Tlak vjetra we 0,30 kN/m2 Podtlak vjetra we -0,30 kN/m2 z 8,00 m Duljina zgrade L 11,50 m Širina zgrade B 8,00 m Nagib kosine α 30% = 16,7° Položaj sljemena L1 5,00 m Visina sljemena Dimenzije zgrade Geometrija pokrova PODACI O IZOLACIJSKOM PAKETU Gredice bt x ht 120 x 160 mm Daske S1 20,00 mm Letve nosači crijepa eb 0,33 m Izolator S2 160,00 mm bL x hL 60 x 40 mm Letve ODABIR SPOJNOG VISKA – OPCIJA 1 - DGZ Ø7 GL24h Razmak i 0,70 m Drveno vlakno (mekano) σ(10%) 0,03 N/mm2 C24 Komercijalna duljina LL 4,00 m ODABIR SPOJNOG VISKA – OPCIJA 2 - DGZ Ø9 Vijak pod vlačnom silom 7 x 300 mm Kut 60°: 126 kom. Vijak pod vlačnom silom 9 x 320 mm Kut 60°: 108 kom. Vijak pod tlačnom silom 7 x 300 mm Kut 60°: 126 kom. Vijak pod tlačnom silom 9 x 320 mm Kut 60°: 108 kom. Okomiti vijak 7 x 260 mm Kut 90°: 72 kom. Okomiti vijak 9 x 280 mm Kut 90°: 36 kom. Shema postavljanja spojnih vijaka. Proračun krovnih letvi. STRUKTURE | DGZ | 217
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