Steel Buildings in Europe

Part 5: Joint Design 5 – 25 3.2.2.2 Shear resistance of net section V Rd,n = M2 u,p v,net 3  f A [Reference 8] A v,net =   p p 1 0 t h n d  3.2.2.3 Block tearing resistance V Rd,b = M0 y,p nv M2 nt u,p 3 0,5   f A f A  [Reference 8] where: For a single vertical line of bolts, A nt =   0 p 2 0,5 d t e  For a double vertical line of bolts, A nt =         0 2 p 2 2 3 t e p d A nv =   0 1 p p 1 ( 0,5) d t h e n     M2 is the partial factor for the resistance of net sections 3.2.3 Bending resistance of the fin plate h p Ed Ed Ed z z z z V V V p Basic requirement: V Ed  V Rd If h p ≥ 2,73  z then V Rd =  [Reference 8] Otherwise V Rd = M0 el,p y,p  f z W where: W el,p = 6 2 p p t h