Jekleni most za pešce razpona 23 m
projektna naloga
Abstract
V projektni nalogi smo izvedli statično analizo jeklenega mostu za pešce. Most ima razpon 23 metrov. Bil je analiziran in dimenzioniran v skladu z evropskimi standardi Eurocode. 3D model konstrukcije smo modelirali v programu za statično analizo Scia Engineer. V analizi smo na mostno konstrukcijo aplicirali naslednje obtežbe: lastno težo, obtežbo vetra, obtežbo snega ter prometne obtežbe. Naš glavni cilj je bila optimizacija mostne konstrukcije iz vidika oblike ter teže.
Keywords
gradbeništvo;mostovi za pešce;jeklo;dimenzioniranje;projektne naloge;
Data
| Language: | Slovenian |
|---|---|
| Year of publishing: | 2014 |
| Typology: | 2.11 - Undergraduate Thesis |
| Organization: | UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture |
| Publisher: | [T. Dobnik] |
| UDC: | 691(043.2) |
| COBISS: |
21239830
|
| Views: | 1332 |
| Downloads: | 190 |
| Average score: | 0 (0 votes) |
| Metadata: |
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Other data
| Secondary language: | English |
|---|---|
| Secondary title: | Design of steel footbridge with 23 metre span |
| Secondary abstract: | In the diploma thesis we performed a structural analysis of a steel footbridge. The bridge has a span of 23 metres. It was analysed and dimensioned according to European standards Eurocode. We modeled a 3D model using a software for structural design and calculation Scia Engineer. In the analysis we applied the following loads on the bridge: self weight, wind action, snow load and traffic loads. Our main objective was to optimize structure for shape and weight. |
| Secondary keywords: | civil engineering;pedestrian bridge;steel;structural design; |
| URN: | URN:SI:UM: |
| Type (COBISS): | Diploma project paper |
| Thesis comment: | Univ. v Mariboru, Fak. za gradbeništvo |
| Pages: | VIII, 38 f. |
| ID: | 8729935 |
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