Steel Buildings in Europe

Part 10: Technical Software Specification for Composite Beams 10 - 33 7 LIST OF THE MAIN OUTPUTS The following list is a summary of the main results of the calculations: At the construction stage:  The maximum bending moment and its location along the beam  The maximum criterion for the bending resistance (  M,max )  The maximum vertical shear force and its location along the beam  The maximum criterion for the vertical shear resistance (  V,max )  The maximum criterion for the shear buckling resistance, when necessary (  Vb,max )  The criterion for the LTB resistance (  LT )  The maximum deflection under self-weight of the beam and under the weight of the concrete  The maximum deflection under the construction loads. At the final stage:  The effective width of the concrete slab  The shear resistance of headed studs  The maximum bending moment and its location along the beam  The maximum vertical shear force and its location along the beam  The degree of connection  The minimum degree of connection  The maximum criterion for vertical shear resistance (  V,max )  The maximum criterion for shear buckling resistance (  Vb,max )  The maximum criterion for bending resistance (  M,max )  The maximum criterion for bending resistance reduced by the influence of the vertical shear force (  MV,max )  The maximum criterion for the resistance to the horizontal shear force in the concrete slab (  Vh,max )  The transverse reinforcement ratio  The maximum deflection under each variable load case Q 1 and Q 2  The maximum deflection under each SLS combination  The natural frequency under each SLS combination.