Secondary language: |
English |
Secondary title: |
Static calculation of commercial storage facility to the standard Eurocode |
Secondary abstract: |
The thesis presents a static calculation of the storage business in accordance with Slovenian Eurocode standards. The facility consists of two parts, which are separated by dilatation. The business part of the building is made of brick walls, flor plates are made of reinforced concrete. Storage part of the building is made of reinforced concrete elements (columns, beams) and reinforced concrete walls. Roof construction consists of prefabricated Π plates. Among the influences acting on the structure, we have taken into account in the analysis of fixed effects, beneficial effects of loads, snow loads and the effects of wind and seismic effects. In this thesis we present the design of typical support structures of the building. The analysis was fully prepared with the program TOWER. The primary objective of this work is to create a static calculation for business storage facility under current regulations and make the instrument a plan for the present facility. |
Secondary keywords: |
civil engineering;graduation thesis;design;European standards Eurocode;reinforced concrete; |
File type: |
application/pdf |
Type (COBISS): |
Undergraduate thesis |
Thesis comment: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Pages: |
XVIII, 120 str., pril. |
Type (ePrints): |
thesis |
Title (ePrints): |
Static calculation of commercial storage facility to the standard Eurocode |
Keywords (ePrints): |
projektiranje;evropski standardi Evrokod;armiran beton |
Keywords (ePrints, secondary language): |
design;European standards Eurocode;reinforced concrete |
Abstract (ePrints): |
V diplomski nalogi predstavljamo statični izračun poslovno skladiščnega objekta skladno s standardi Evrokod. Objekt je sestavljen iz dveh delov, iz poslovnega in skladiščnega, ki sta med seboj ločena z dilatacijo. Poslovni del objekta ima poleg pritličja še dve etaži. Nosilne stene so opečne, medetažne plošče pa so iz armiranega betona. Skladiščni del objekta je enoetažen. Nosilno konstrukcijo tvorijo armiranobetonski elementi (stebri, grede) in armiranobetonske stene, strešno konstrukcijo pa sestavljajo montažne armiranobetonske Π plošče. Pri analizi konstrukcije smo upoštevali stalne vplive, vplive koristne obtežbe, vplive obtežbe snega in vetra ter potresne vplive. Podrobneje smo predstavili projektiranje značilnih elementov nosilne konstrukcije obravnavanega objekta. Analizo smo izdelali s pomočjo komercialnega računalniškega programoma TOWER. Rezultate analize prikazujemo tekstualno, v preglednicah ter z armaturnimi načrti. |
Abstract (ePrints, secondary language): |
The thesis presents a static calculation of the storage business in accordance with Slovenian Eurocode standards. The facility consists of two parts, which are separated by dilatation. The business part of the building is made of brick walls, flor plates are made of reinforced concrete. Storage part of the building is made of reinforced concrete elements (columns, beams) and reinforced concrete walls. Roof construction consists of prefabricated Π plates. Among the influences acting on the structure, we have taken into account in the analysis of fixed effects, beneficial effects of loads, snow loads and the effects of wind and seismic effects. In this thesis we present the design of typical support structures of the building. The analysis was fully prepared with the program TOWER. The primary objective of this work is to create a static calculation for business storage facility under current regulations and make the instrument a plan for the present facility. |
Keywords (ePrints, secondary language): |
design;European standards Eurocode;reinforced concrete |
ID: |
8310377 |