Subject of this thesis, after a short introduction into different framework systems and the subsequent design phase, is the structural analysis of the entire structure according to the state-of-the-art. As the bridge, with a width of 8.8 m, is a rather filigree construction, the design of wind generated vibrations is performed in addition to the general stress design and the ultimate limit state design. Furthermore, the bridge connections to the concrete foundations are calculated and dimensioned.