Rothoblaas - Vijci i spojnice za drvo Page 45
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PRIMJERI PRORAČUNA: SPOJ KROVNA GREDA - UVALA SA SOFTVEROM MYPROJECT SPAJANJE DRVO – DRVO/JEDAN SMIK ELEMENT 1 1 ELEMENT 2 B1 = 120 mm H1 = 160 mm 2 B2 = 160 mm 1 2 H2 = 240 mm Nagib 30% (16,7°) Nagib 21% (12,0°) Drvo GL24h Drvo GL24h PODACI PROJEKTA ODABIR VIJKA GEOMETRIJA SPOJA Fv,Rd = 7,17 kN HBS = 10x180 mm t 1 = 60 mm Uporabna klasa = 1 Predbušenje = ne α 1 = 73,3° (90° - 16,7°) Trajanje opterećenja = kratko Podložak = ne t2 = 120 mm (duljina utiskivanja u element 2) α 2 = 78,0° (90° - 12,0°) PRORAČUN OTPORNOSTI NA SMIK POMOĆU SOFTVERA MYPROJECT (EN 1995:2014 i ETA-11/0030) PRORAČUNSKO IZVJEŠĆE DRVODJELSTVO | HBS | 45
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