Calculation of the Wooden Truss Roof of the Production Hall with Dimensions 51,0 x 17,6 m : Undergraduate Thesis
| Autor: | Zrno, Antonija |
|---|---|
| Přispěvatelé: | Torić, Neno |
| Jazyk: | chorvatština |
| Rok vydání: | 2021 |
| Předmět: |
dimenzioniranje
porožnica static calculations timber design main structure supporting structure secondary structure kritična kombinacija opterećenja nosiva konstrukcija wooden lattice rešetkasta konstrukcija glavni nosač TEHNIČKE ZNANOSTI. Građevinarstvo. Nosive konstrukcije drvo sekundarna konstrukcija TECHNICAL SCIENCES. Civil Engineering. Supporting Structures joints požar wind bracings critical combination of loads statički proračun vjetrovni spregovi spojevi fire |
| Popis: | Dimenzioniranje drvenog rešetkastog nosača krovišta proizvodne hale zadanih dimenzija i vjetrovnih spregova na utjecaj kritične kombinacije opterećenja. Dimenzionirani su svi spojevi drvenog rešetkastog nosača prema EC5. Proveden je proračun otpornosti svih drvenih elemenata na požar u trajanju od 30 minuta prema EC5. Priloženi su detalji pojedinih spojeva, generalni plan pozicija, radionički nacrt glavnog nosača te iskaz materijala. Design of the wooden truss roof of the production hall of given dimensions and wind bracings on the influence of the critical combination of loads. All joints of the wooden lattice structure are dimensioned according to EC5. The calculation of fire resistance of all wooden elements for 30 minutes according to EC5 was performed. Details of individual joints, general plan of positions, workshop plan of the main structure and statement of materials are attached. |
| Databáze: | OpenAIRE |
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