Rothoblaas - Vijci i spojnice za drvo Page 199
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ISPITIVANJE OKOMITOG TLAKA NA OSLONCU – GREDA S OJAČANJEM (EN 1995:2014 i ETA-11/0030): Fc,90,Rd ≤ Rc,90,Rd kc,90 B lef,1 fc,90d + n Rax,Rd Rc,90,Rd = min B lef,2 fc,90d ODABIR SPOJNOG VIJKA ZA OJAČANJE VGS 9 x 360 mm n0 = 2 L = 360 mm n90 = 2 b = 350 mm n = n0 ∙ n90 = 4 lef,2 = 555 mm lef,2 = L + (n₀ -1) a₁ + min (a1,CG ;L) Minimalne udaljenosti za postavljanje spojnih vijaka navedene su u tablici na str. 191. U ovom primjeru pretpostavljaju se na a1 = 50 mm i a1,CG = 145 mm. Rax,α,Rk kmod γM Rax,Rd = min Rki,k Rki,d = γM1 Rax,d = Rax,90°,Rk = 39,78 kN Rki,k = 17,25 kN Ovdje proračunate otpornosti spojnih vijaka na tlak navedene su u tablici na str. 192. EN 1995:2014 Italia - NTC 2018 kmod = 0,8 kmod = 0,8 γM = 1,3 γM = 1,5 γM1 = 1,00 γM1 = 1,05 Rax,90°,Rd = 24,48 kN Rax,90°,Rd = 21,22 kN Rki,d = 17,25 kN Rki,d = 16,43 kN Rax,Rd = 17,25 kN Rax,Rd = 16,43 kN Rc,90,Rd = min kc,90 B lef,1 fc,90d + n Rax,Rd B lef,2 fc,90d Rc,90,Rd= 168,41 kN Rc,90,Rd= 195,36 kN Fc,90,Rd ≤ Rc,90,Rd 158 < 195,36 kN Fc,90,Rd ≤ Rc,90,Rd provjera zadovoljena 158 < 168,41 kN provjera zadovoljena Za različite konfiguracije proračuna dostupan je softver MyProject (www.rothoblaas.com) STRUKTURE | VGS | 199
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