Tension in slab Applied moment reinforcement Shear in connector (opposite to sagging) Tension or compression in bolts internal Compression in moments in Stiffener bottom flange beam column Vertical shear connection in bolts Forces on the beam column connection in a continuous composite beam However there is also the transfer of longitudinal shear between the concrete and steel to consider and the fact that the bottom part of the steel section is in compression and therefore both flange and web are prone to buckling.internal moments in beam column connection