Návrh oceľovej nosnej konštrukcie oblúkového cestného mostu
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Vysoká škola báňská - Technická univerzita Ostrava
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Abstract
The primary objection of this thesis is a design and a structural evaluation of steel structure and joints of arched road bridge. Process of design includes creation of a numerical model which has been developed in Midas Civil software. Functionality of a model was verified by simplified calculations. The final values of internal forces were calculated after load determination and a final bearing capacity of members and joints were calculated using Excel, Mathcad and Scia Engineer software. The computation and design of construction process is also included in this thesis. The final part of this thesis includes design documention and drawings.
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steel structure, arched road bridge, moving load, stability, load, internal forces, design review