Steel Buildings in Europe

Part 5: Joint Design 5 – 6 2.2 Checks for vertical shear 2.2.1 Shear resistance of the beam web h h h Ed Ed Ed p p p V V V 1 1 Critical length of web for shear Shear resistance of the beam web at the end plate Basic requirement: c,Rd Ed V V  V c,Rd is the design shear resistance of the supported beam connected to the end plate. V c,Rd = V pl,Rd = M0 v y,b / 3  A f [EN 1993-1-1, §6.2.6(1)] where: A v is the shear area, A v = h p t w [Reference 8] 2.2.2 Bending resistance at the notch h p p d d d Ed Ed n t nt nt n t nb l l V V b 1 1 1 Critical section V Ed  ( t p + l n )  M v,N,Rd or M v,DN,Rd M v,N,Rd isthe moment resistance of a single notched supported beam at the notch in the presence of shear. M v,DN,Rd is the moment resistance of a double notched supported beam at the notch in the presence of shear.