Language: | Slovenian |
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Year of publishing: | 2016 |
Typology: | 2.11 - Undergraduate Thesis |
Organization: | UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture |
Publisher: | [F. Peharda] |
UDC: | 624(043.2) |
COBISS: | 21369110 |
Views: | 976 |
Downloads: | 147 |
Average score: | 0 (0 votes) |
Metadata: |
Secondary language: | English |
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Secondary title: | CABLE-STAYED STEEL BRIDGE |
Secondary abstract: | This seminar paper which is divided into two parts, concerns basic principles in contending with cable-stayed steel bridge design and calculation. In first part we discuss the calculation of steel bridge where we put a special aspect on most crucial internal forces and moment. For static calculations we used student version of Frilo programme with all its integrated options for detailed computations of internal static quantities such as generic axial force, shear force and internal bending moment. Second part of paper is providing a logical dimension for presented bridge. All conducted calculations and design is made according to the European Standards – Eurocode 3: Design of steel structures, which describes how to design of steel structures, using the limit stage design philosophy. |
Secondary keywords: | calculation;civil engineering;steel bridge; |
URN: | URN:SI:UM: |
Type (COBISS): | Diploma project paper |
Thesis comment: | Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo |
Pages: | V, 29 f. |
ID: | 9155363 |