Design of steel frame with tension brace

Abstract

U ovom radu prikazan je proračun čelične proizvodne hale koja se nalazi na lokaciji grada Osijeka. Hala ima dimenzije 15 x 25 metara, dok visina hale iznosi 6,0 metara. Proračun uključuje glavne elemente konstrukcije, spojeve dijelova konstrukcije, te spojeve konstrukcije sa tlom. Dimenzioniranje i analiza opterećenja provedeni su u skladu s HRN EN normama. Za statičku analizu korišten je računalni program Autodesk Robot Structural Analysis Professional 2021. Profil glavnih elemenata konstrukcije je HEA 200 i HEA 240, dok je čelik korišten u konstrukciji kvalitete S235. Proračun konstrukcije izvršen je za granično stanje nosivosti (GNS) i granično stanje uporabljivosti (GSU), što osigurava da konstrukcija zadovoljava sve potrebne sigurnosne i funkcionalne zahtjeve.This paper presents the calculation of a steel production hall located in the city of Osijek. The dimensions of the hall are 15 x 25 meters, with a height of 6.0 meters. The main structural elements, connections between the structural parts, and connections of the structure to the ground are calculated in the paper. The design and load analysis were conducted according to HRN EN standards. The structural analysis was performed using the Autodesk Robot Structural Analysis Professional 2021 software. The profiles of the main structural elements are HEA 200 and HEA 240, and the steel used is of grade S235. The structural calculation was performed for the ultimate limit state (ULS) and serviceability limit state (SLS)

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Last time updated on 28/10/2024

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