Steel Buildings in Europe

Part 5: Joint Design 5 – 65 where: k 1 =         min 2,8 1, 7;1, 4 1, 7; 2,5 0 1 0 1 d p d e α b =        ;1, 0 ; 4 1 3 ; 3 min u,ac ub 0 2 0 2 f f d p d e 4.3.1.4 Block tearing resistance Case 1 1 2 4 2 4 Case 2 1 Beam without notch 2 Notched beam 4 Double angle cleat Basic requirement : F Ed ≤ F Rd,b F Rd,b = M0 y,ac nv Mu nt u,ac 3   f A f A  Case 1: A nt =       0 1 1 ac 1 1 1 2 t n p n d    For a single vertical line of bolts: A nv =   0 ac 2 0,5 4 d t e  For a double vertical line of bolts: A nv =         0 2 ac 2 2 3 4 t e p d Case 2: A nt =       0 1 1 1 ac 1 0,5 1 2 d t e n p n     For a single vertical line of bolts: A nv =   0 ac 2 0,5 2 d t e  For a double vertical line of bolts: A nv =         0 2 ac 2 2 3 2 t e p d