Causes of imminent failure damage and repair of steel building purlins

• Autorzy: Biegus A.

Identyfikatory

DOI

10.1016/j.acme.2014.05.014

• Języki publikacji: EN

Abstrakty

EN

A systemic design of purlins made from Z-sections (cold-formed from sheet metal) and their ties (made from solid bars) had been adopted in the investigated steel building. A periodic survey of the latter's technical condition showed that the purlins were deformed, bent and twisted and the ties were buckled. The condition of the roof deck supporting structure posed an imminent failure hazard. This paper presents the results of investigations of the load-bearing capacity and rigidity of the roof deck supporting structure, the aim of which was to determine the causes of its imminent failure condition.

Słowa kluczowe

EN

steel building; Z-purlins; failure hazard

PL

konstrukcja systemowa; dach; stal

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2015
• Tom: Vol. 15, no. 2
• Strony: 509--515
• Opis fizyczny: Bibliogr. 12 poz., rys., wykr.

Twórcy

autor

Biegus A.

• Wrocław University of Technology, Department of Civil Engineering, Wrocław, Poland

Bibliografia

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• [2] J.M. Davis, Developments in stressed skin design, Thin- Walled Structures 44 (2006) 1250–1260.
• [3] L. Sokol, Stability of cold formed purlins braced by steel sheeting, Thin-Walled Structures 25 (1996) 247–268.
• [4] W.W. Yu, Cold-Formed Steel Design, 3rd ed., John Wiley and Sons, Inc., New York/Chicherste/Weincheim/Brisbane/ Singapore/Toronto, 2000.
• [5] W.M. Seek, T.M. Murray, Lateral restraint of Z-section roof systems using the component stiffness method, Journal of Constructional Steel Research 64 (2008) 1366–1378.
• [6] Z.M. Ye, R. Kettle, L. Li, B.W. Schafer, Buckling behavior of cold-formed zed-purlins partially restrained by steel sheeting, Thin-Walled Structures 40 (2002) 853–864.
• [7] Polish Standard PN-B-06200:2002 Steel frame building structures. Execution and acceptance conditions. Require- ments and tests, in Polish.
• [8] Polish Standard PN-80/B-02010 Loads in static calculations. Snow load, in Polish.
• [9] Polish Standard PN-77/B-02011 Loads in static calculations. Wind load, in Polish.
• [10] Polish Standard PN-90/B-03200 Steel frame structures. Static calculations and design, in Polish.
• [11] Polish Standard PN-B-03207:2002 Steel frame structures. Structures made from sections and cold profiled metal sheets. Design and execution, in Polish.
• [12] EN 1993-1-3 Eurocode 3: Design of Steel Structures. Part 1–3: Generals Rules – Supplementary Rules for Cold-Formed Members and Sheeting, Brussels, 2006.