The Thesis Depot

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The principal supporting elements are arc-like frames consisting of steel girders produced by the company Arcelor, spanning a span length of 20 m and a width of 4 fields.This bachelor thesis deals with the determination of internal forces of oblique‑angled frame structures in bridge construction.It is investigated to what extent the internal forces of a frame bridge with variable crossing angles can be designed using the calculation of planar beam structure models.Design attempts are both time-consuming and expensive, and in practice they are often carried out only after the wall mounting.This is why the Bachelor thesis deals with the finite element method (FEM), which is an already proven method used in other fields, as well as the development of basic principals for simulating a drywall by using RFEM by Dlubal Software.The steel mesh dome is imported into a framework program for calculation.Then an interpretation of the results from the stability analysis follows.Dominant parts of the structure are arched steel frames with ties.The result of this thesis is the structural design and drawing documentation.The aim of this thesis is to analyze a real structure and identify possible problems.Czech Technical University in Prague, Faculty of Civil Engineering, Department of Steel and Timber Structures Supervisor: Ing. Programs Used: RFEM, RF‑STABILITY, RF‑IMP, RF‑STEEL EC3 This bachelor thesis presents a design of roofing for bus and train platforms.


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