Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
A beam–to-column connection design and results of engineer calculations using Autodesk’s Robot Structural analysis are shown in the article. Two types of connections, bolted and welded, were calculated. The tensile resistance amounted to 912.74 kN, bending resistance to 100.87 kN·m and effective design capacity of the bolt amounted to 27.69 kN. Normal stress in the weld amounted to σ⊥max = τ⊥max = 72.72 MPa, in the vertical weld to σ⊥= τ⊥= 63.34 MPa and tangent stress amounted to τ|| = 4.37 MPa. The results allowed us to implement minor changes such as increasing the distance between the bolt and the edge and decreasing the size of the fillet welds. The design is fully compliant with the EN 1993-1-8 norm. Using Robot Structural Analysis substantially increased the pace of calculations giving precise and clear outcomes.
Słowa kluczowe
Wydawca
Rocznik
Tom
Strony
45--49
Opis fizyczny
Bibliogr. 5 poz., fig., tab.
Twórcy
autor
- Department of Fundamentals of Technology, Lublin University of Technology, Nadbystrzycka 38 St., 20-618 Lublin, Poland
autor
- Doctoral student at the Lublin University of Technology
Bibliografia
- 1. Autodesk. Podręcznik użytkownika. 2009, p. 3.
- 2. Poradnik architekta: Konstrukcje stalowe w Europie cz.1. Opracowanie Arcelor Mittal, Peiner Trӓger, Corus, Wydawnictwo Elamed, 27–28.
- 3. Kubicki K. Free vibrations of frames and their modeling in Autodesk Robot Structural Analysis program. Wydawnictwo Politechniki Częstochowskiej, Częstochowa 2012, p. 88.
- 4. Singer L.: Modern steel construction. „What’s cool in steel”, Sierpień 2009, p. 50.
- 5. Progress in Structural Engineering and Materials:The use of stainless steel in structures. Leroy Gardner, Kwiecień/Czerwiec 2005, 45–55.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-de83cddd-ea14-4e14-bdae-0ba88e7e5930