Steel Buildings in Europe

Title 2.4 Worked Example – Partial depth end plate 4 of 7 5 – 17 2.2.4.2. Bearing resistance Bearing resistance, M2 u,p p 1 b b,Rd   dt f k F  Table 3.4 For edge bolts, k 1 = min 2,8 1,7; 2, 5 0 2        d e          1,7; 2,5 22 min 2,8 30   min 2,12; 2,5 2,12   For end bolts, α b =         ; 1,0 ; 3 min u,p ub 0 1 f f d e =        ; 1.0 430 ; 800 3 22 40 min = min(0,61; 1,86; 1,0) = 0,61 For inner bolts, α b =          ; 1,0 ; 4 1 3 min u,p 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 End bolts,   3 min b,Rd Rd,end b, 10 1, 25 2,12 0, 61 430 20 12         F F 107  kN Inner bolts,   3 b,Rd max inner Rd, b, 10 1,25 2,12 0,81 430 20 12         F F 142  kN 94 kN < 107 kN thus F v,Rd < ( F b,Rd ) min ) 0,8 12 94 902 0,8 ( v,Rd min s Rd      n F F kN Ed V = 550 kN ≤ 902 kN, OK 2.2.5. Shear resistance of the end plate Basic requirement: Rd,min Ed V V  V Rd,min = ( V Rd,g ; V Rd,n ; V Rd,b ) 1 1 2 2 Ed Ed Ed p h V V V e e e = 40 = 40 = 30 2 n - 1) ( p 1 = 350 = 550 kN 1