| Title | PRORAČUN KROVIŠTA CRKVE SVETE NEDILJICE |
| Author | Marin Čačić |
| Mentor(s) | Jurko Zovkić (thesis advisor)
|
| Abstract | Završni rad iz kolegija Drvene konstukcije I izrađen je na proračunu drvenog krovišta Crkve Svete Nediljice. Objekt se nalazi u naselju Vrana na 5 m.n.m., sjeverno od Vranskog jezera i nekoliko kilometara zračne udaljenosti od jadranske obale. Analizirat će se djelovanja prema HRN EN propisima za vlastitu težinu konstrukcije krovišta, vjetar koji je u tom području dominantan i snijeg. Dokaz drvenih krovnih elemenata provest će se u skladu s HRN EN 1995 normama. Tlocrtne dimenzije objekta su 8,39 x 12,35. Za elemente drvene krovne konstrukcije koristit će se puno drvo razreda čvrstoće C24. Za potrebe proračuna opterećenja koristit će se Autodesk Robot 2014, a za nacrte i dispoziciju krovišta Autodesk Autocad 2014. |
| Keywords | timber roof construction caculation roof load analysis design |
| Parallel title (English) | DESIGN OF ROOF OF THE CHURCH COUNCILS NEDILJICA |
| Committee Members | Damir Varevac (committee chairperson)
Jurko Zovkić (committee member)
Silva Lozančić (committee member)
|
| Granter | Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering |
| Lower level organizational units | Department for Materials and Structures |
| Place | Osijek |
| State | Croatia |
| Scientific field, discipline, subdiscipline | TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
|
| Study programme type | university |
| Study level | undergraduate |
| Study programme | Undergraduate university programme in civil engineering; specializations in: General course |
| Study specialization | General course |
| Academic title abbreviation | univ. bacc. ing. aedif. |
| Genre | undergraduate thesis |
| Language | Croatian |
| Defense date | 2018-09-17 |
| Parallel abstract (English) | The final paper is based on Timber Construction I and was made on the calculation
of the timber roof of the Church of Sveta Nediljica. The facility is located in Vrana settlement
5 meters above sea level, north of Vransko Lake and a few kilometers away from the Adriatic
coast. Something that will be analized is the performance according to HRN EN regulations
for its own weight of the roof structure, the wind that is dominant in this area and the snow.
The proof of the timber roof elements will be carried out in accordance with HRN EN 1995
norms. The layout dimensions of the building are 8,39 x 12,35. For the timber roof structures
grade C24 solid wood will be used. For the purposes of calculating the load Autodesk Robot
2014 will be used and for the design and layout of the Autodesk Autocad 2014 roof. |
| Parallel keywords (Croatian) | drveno krovište proračun krovišta analiza opterećenja dimenzioniranje |
| Resource type | text |
| Access condition | Access restricted to students and staff of home institution |
| Terms of use |  |
| URN:NBN | https://urn.nsk.hr/urn:nbn:hr:133:591383 |
