Steel Buildings in Europe

Title 3.4 Worked Example – Fin Plate 10 of 13 5 – 47 3.2.6. Bending resistance at the notch Not applicable 3.2.7. Local stability of the notched beam Not applicable 3.2.8. Weld resistance For a fin plate in S275 steel Basic requirement: a ≥ 0,48 t p Ref [8] 0,48 t p = 0, 48 10  = 4,8 mm a = 5,7 mm ≥ 0,48 t p OK 3.3. Checks for tying 3.3.1. Fin plate and bolt group resistance p p p p e 1 1 2 e h = 50 = 40 = 40 = 70 = 70 = 70 = 70 e p 2 1 1 1 1 p Ed F = 60 = 350 kN 3.3.1.1. Shear resistance of bolts Basic requirement: F Ed ≤ F Rd F Rd = n b F v,u Ref [8] F v,u = Mu v ub   f A = 3 10 1,1 245 0,6 800     = 107 kN F Rd = 10 107  = 1070 kN F Ed = 350 kN ≤ 1070 kN OK 3.3.1.2. Bearing resistance of bolts on the fin plate Basic requirement: F Ed ≤ F Rd F Rd = n b F b,hor,u,Rd Ref [8] F b,hor,u,Rd = Mu u,p p 1 b   dt f k