Jeklen trietažni poslovni objekt : diplomska naloga

Poglajen, Nik (author), Hladnik, Leon (mentor)

V diplomski nalogi je prikazan način projektiranja in razvijanja variant na trietažnem jeklenem poslovnem objektu. Medetažna brana je izračunana v petih različnih variantah. Med variantami je tudi projektiranje brane s satastimi nosilci. Objekt je velikosti 15 m x 15 m z dodatnim prostorom velikosti 10 m x 3 m, ki je namenjen stopnišču in vhodu. Višina objekta je 10,50 m. Streha je ravna. Fasada je iz ognjevarnih panelov. Potresna odpornost je izračunana na dva načina. Prvi način je izračun s poenostavljeno metodo horizontalnih sil s sposobnostjo sipanja energije q = 4,0. Drugi način je dimenzioniranje z modalno analizo. Vsi izračuni so v skladu z Evrokodom ter pripadajočimi nacionalnimi standardi, izdelani po teoriji drugega reda z upoštevanjem globalne nepopolnosti. Analiza in izračuni so bili izdelani v programu SCIA Engineer. Dimenzionirana sta tudi dva značilna spoja obravnavane jeklene konstrukcije. Dimenzioniranje temeljev ni vključeno v diplomsko nalogo.

• Language: Slovenian
• Keywords: Jeklena konstrukcija, brana, sovprežna plošča, satasti nosilec, statični izračun, VSŠ, gradbeništvo, modalna analiza
• Work type: Bachelor thesis/paper
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Place of publishing: Ljubljana
• Publisher: [N. Poglajen]
• Year: 2021
• PID: 20.500.12556/RUL-126656
• UDC: 624.014.2:725(043.2)
• COBISS.SI-ID: 75016963
• Publication date in RUL: 30.04.2021

Secondary language

• Language: English
• Title: Three-storey business steel building : graduation thesis

Abstract

The graduation thesis presents the process of designing and developing ideas for a three-storey business steel building. There are five different versions of split-level harrow calculation, among them also the designing of a castellated harrow. The building is 15x15 m big, with an additional area of 10x3 m, functioning as a staircase and an entrance. The building height is 10.50 m. The roof is flat. The façade and roof are made of fire resistant panels. Two typical connections of the considered steel construction are dimensioned. The seismic resistance is shown in two different ways, the first way is with a simplified method of horizontal force with the ability of energy dissipation of q=4.0 and the second way is with modal analysis. The dimensioning of the foundation is not included in the graduation thesis. All calculations are in accordance with the EUROCODE and the accompanying Slovene standards; the calculations are based on second-order theory and do consider global imperfection. The analysis and calculations are made in SCIA Engineer.

• Keywords: steel construction, harrow, composite plate, castellated beams, static calculation, civil engineering, modal analysis