Steel Buildings in Europe

Title 4.4 Worked Example – Angle Web Cleats 4 of 15 5 - 71 α b =          ; 1,0 ; 4 1 3 ; 3 min u,ac ub 0 1 0 1 f f d p d e =          ; 1,0 430 0,25; 800 3 22 ; 70 3 22 min 40 =   min 0,61; 0,81; 1,86; 1,0 α b = 0,61 F b,ver,Rd = 3 10 1,25 2,5 0,61 430 20 10       = 105 kN The horizontal bearing resistance for a single bolt, F b,hor,Rd = M2 ac u,ac 1 b   dt f k k 1 =         min 2,8 1,7; 1,4 1,7; 2,5 0 1 0 1 d p d e =         1,7; 2,5 22 1,7; 1,4 70 22 min 2,8 40 =   min 3,39; 2,75; 2,5 = 2,5 α b =         ; 1,0 ; 3 min u,ac ub 0 2 f f d e =        ; 1,0 430 ; 800 3 22 min 40 =   min 0,61; 1,86; 1,0 = 0,61 F b,hor,Rd = 3 10 1, 25 2,5 0, 61 430 20 10       = 105 kN V Rd = 2 2 105 0,102 6 105 1 0 6 6 2                  = 1075 kN V Ed = 450 kN ≤ 1075 kN, OK