Steel Buildings in Europe

Part 5: Joint Design 5 – 35 Block tearing resistance Case 1 1 3 2 3 2 Case 2 1 beam without notch 2 notched beam 3 fin plate F Rd,b = M0 y,p nv Mu nt u,p 3   f A f A  [Reference 8] Case 1: A nt =       0 1 1 p 1 1 1 t n p n d    For a single vertical line of bolts: A nv =   0 p 2 0,5 2 d t e  For a double vertical line of bolts: A nv =         0 2 p 2 2 3 2 t e p d Case 2: A nt =       0 1 1 1 p 1 0,5 1 d t e n p n     For a single vertical line of bolts, A nv =   0 p 2 0,5 d t e  For a double vertical line of bolts, A nv =         0 2 p 2 2 3 d t e p