The document summarizes the design of a 20 ft steel foot pedestrian bridge with an 8 ft wide deck. It includes a diagram of the bridge and lists materials used, including W8x31 steel beams. Load calculations determine the factored moment (Mu) of 22 kip-ft and factored shear (Vu) of 4.32 kips. Analysis of the W8x31 beam shows it is adequate to resist the moment and shear, and that the beam meets criteria to resist local and torsional buckling. Diagrams are also provided illustrating joint reactions, axial force, shear force, and moment.