JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. Composite Beam Design Limiting Effective Flange Width Calculating Effective Flange Width Orientation Effect of Slab and Deck Change Shear Stud Connectors Stresses - ASD Capacities - Tolerances Capacities - AISC 360 (ASD and LRFD), LRFD 3rd Capacities - Eurocode Capacities - CAN/CSA S16 Capacities - BS 5950 Capacities - AS 2327.1 Capacities - IS 800-07 Parent topic: Technical Notes