Projekt jeklene industrijske hale z dvema žerjavnima progama

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Language:	Slovenian
Year of publishing:	2009
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[J. Mustafič Marjetič]
UDC:	624.014.2(043.2)
COBISS:	4689761
Views:	2620
Downloads:	772
Average score:	0 (0 votes)
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Secondary language:	English
Secondary title:	Steel design of the industrial buildings with two crane supporting structures
Secondary abstract:	Design of steel industrial building with two crane structures is presented. The first part of work is devoted to the crane design. Actions induced by cranes are defined according to standard SIST EN 1991-3. The analysis of the crane supporting structure is made in accordance with standard SIST EN 1993-6. The design includes local stress control, fatigue check for the relevant details and design of typical connections in the crane supporting structure. Actions induced by cranes and other loads, which are important for the building design, are defined in the second part of the work. The global elastic analysis with initial overall geometric imperfection and the second-order theory effect is used for the calculation of internal forces and displacements. Strength and stability control for all structural elements is made. Deflections are checked in the serviceability limit states. Typical connections are calculated and the foundations are defined. The structure is presented with the overall drafts and typical details of the structure are plotted.
File type:	application/pdf
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XII, 184 str., pril.
Type (ePrints):	thesis
Title (ePrints):	Projekt jeklene industrijske hale z dvema žerjavnima progama
Keywords (ePrints):	jeklena hala;mostni žerjav;utrujanje;dimenzioniranje
Abstract (ePrints):	Diplomsko delo obravnava projektiranje jeklene industrijske hale z dvema mostnima žerjavoma. Prvi del naloge obsega projektiranje žerjava. Določeni so vplivi mostnega žerjava na nosilec žerjavne proge v skladu z SIST EN 1991-3. Narejena je statična analiza, ki zajema projektiranje žerjavne proge v skladu z SIST EN 1993-6. Narejene so dodatne kontrole lokalnih napetosti zaradi vnosa koncentrirane obtežbe v nosilec žerjavne proge. Izračunani so tudi montažni spoji nosilca v polju. V drugem delu naloge so določene obtežbe, ki poleg obtežbe mostnega žerjava delujejo na glavno konstrukcijo hale. Narejena je statična analiza z upoštevanjem začetne globalne geometrijske nepopolnosti in vplivov teorije drugega reda. Določeni so vsi elementi nosilne konstrukcije, podkonstrukcije fasade in strešnih panelov, prav tako pa so izračunani značilni spoji. Izdelani so pozicijski načrti in narisani glavni detajli. V zadnjem delu naloge je določen vpliv hale na temeljna tla, določene so dimenzije temelja, izračunan pa je tudi sam detajl priključka na temelj.
Abstract (ePrints, secondary language):	Design of steel industrial building with two crane structures is presented. The first part of work is devoted to the crane design. Actions induced by cranes are defined according to standard SIST EN 1991-3. The analysis of the crane supporting structure is made in accordance with standard SIST EN 1993-6. The design includes local stress control, fatigue check for the relevant details and design of typical connections in the crane supporting structure. Actions induced by cranes and other loads, which are important for the building design, are defined in the second part of the work. The global elastic analysis with initial overall geometric imperfection and the second-order theory effect is used for the calculation of internal forces and displacements. Strength and stability control for all structural elements is made. Deflections are checked in the serviceability limit states. Typical connections are calculated and the foundations are defined. The structure is presented with the overall drafts and typical details of the structure are plotted.
ID:	8309147