Steel Buildings in Europe

Title 3.4 Worked Example – Fin Plate 5 of 13 5 – 42 V Ed = 350 kN ≤ 605 kN, OK 3.2.1.3. Bearing resistance of bolts on the beam web Basic requirement: V Ed ≤ V Rd V Rd = 2 hor,Rd b, b 2 b,ver,Rd b b 1               F n F n n   Ref (3] α = 0,022 and β = 0,105, as above The vertical bearing resistance for a single bolt, F b,ver,Rd = M2 u,b w 1 b   dt f k Table 3.4 k 1 =         min 2,8 1,7; 1,4 1,7; 2,5 0 2 0 2 d p d e =         1,7; 2,5 22 1,7; 1,4 60 22 min 2,8 40 = min( 3,39; 2,12; 2,5) = 2,12 α b =          ; 1,0 ; 4 1 3 min u,b ub 0 1 f f d p =         ; 1,0 430 ; 800 4 1 3 22 min 70 = min( 0,81; 1,86; 1,0) = 0,81 F b,ver,Rd = 3 10 1, 25 2,12 0,81 430 20 9       = 106 kN The horizontal bearing resistance for a single bolt, F b,hor,Rd = M2 u,b w 1 b   dt f k Table 3.4 k 1 =        min 1,4 1,7; 2,5 0 1 d p =        1,7; 2,5 22 min 1,4 70 = min( 2,75; 2,5) = 2,5 α b =          ; 1,0 ; 4 1 3 ; 3 min u,b ub 0 2 0 2,b f f d p d e =          ; 1,0 430 ; 800 4 1 3 22 ; 60 3 22 40 min = min( 0,61; 0,81; 1,86; 1,0) = 0,61 F b,hor,Rd = 3 10 1, 25 2,5 0, 61 430 20 9       = 94 kN V Rd = 2 2 94 0,105 10 106 1 0, 022 10 10                 = 624 kN V Ed = 350 kN ≤ 624 kN, OK