Secondary language: |
English |
Secondary title: |
Static analysis of a faculty in steel realization |
Secondary abstract: |
This diploma paper presents the design process of a business - storage facility. One part of the facility is two-storey, and the other one is three-storey. In the lateral direction the load-bearing construction is represented by seven moment frames, and in the longitudinal direction by four frames with centric bracings. The mezzanine slab is represented by a composite reinforced concrete slab.
Global analysis has been made partly on a three-dimensional, partly on a two-dimensional model. In the calculations second-order elastic analysis with geometric imperfection has been included.
Basic designs of the construction have also been made. |
Secondary keywords: |
graduation thesis;steel structure;composite plate;static calculation; |
File type: |
application/pdf |
Type (COBISS): |
Undergraduate thesis |
Thesis comment: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Pages: |
99 str., 24 str. pril. |
Type (ePrints): |
thesis |
Title (ePrints): |
Static analysis of a facility in steel realization |
Keywords (ePrints): |
jeklena konstrukcija;sovprežna plošča;statični izračun |
Keywords (ePrints, secondary language): |
steel structure;composite plate;static calculation |
Abstract (ePrints): |
V diplomski nalogi je predstavljen postopek projektiranja poslovno - skladiščnega objekta. Del objekta je dvoetažen, del pa troetažen. V prečni smeri nosilno konstrukcijo objekta predstavlja sedem momentnih okvirjev, v vzdolžni smeri pa štiri okvirji s centričnimi povezji. Medetažna plošča je izvedena z armiranobetonsko sovprežno ploščo.
Globalna analiza je narejena deloma v prostorskem, deloma v ravninskem modelu. V izračunih je upoštevana elastična analiza po teoriji drugega reda z upoštevanjem začetne geometrijske nepopolnosti.
V okviru diplomske naloge so izdelani tudi osnovni načrti konstrukcije. |
Abstract (ePrints, secondary language): |
This diploma paper presents the design process of a business - storage facility. One part of the facility is two-storey, and the other one is three-storey. In the lateral direction the load-bearing construction is represented by seven moment frames, and in the longitudinal direction by four frames with centric bracings. The mezzanine slab is represented by a composite reinforced concrete slab.
Global analysis has been made partly on a three-dimensional, partly on a two-dimensional model. In the calculations second-order elastic analysis with geometric imperfection has been included.
Basic designs of the construction have also been made. |
Keywords (ePrints, secondary language): |
steel structure;composite plate;static calculation |
ID: |
8312259 |