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Civil Engineering

Vol. 36 No. 12 (2021): Proceedings of the Faculty of Technical Sciences

PRORAČUN KONSTRUKCIJE ČELIČNE HALE SA KRANSKOM STAZOM PREMA EVROKODU

  • Miloš Ivković
DOI:
https://doi.org/10.24867/15CG04Ivkovic
Submitted
September 7, 2021
Published
2021-12-04

Abstract

This master thesis desribes calculation  of steel hall with a crane supporting beam according to Eurocode standard. The complete static calculation of all structural elements as well as their design were performed and presented. Aside from presented graphic documentation (steel details, details of connections), paper describes detaild calculation of characteristic splice joints. Theoretical and explorative part of the paper deals with  fatique of the materials.

References

[1] EN 1991-3 Actions on structures - Part 3: Actions induced by cranes and machinery
[2] EN 1993-1-1 Proračun čeličnih konstrukcija (Opšta pravila i pravila za zgrade)
[3] EN 1993-1-5 Design of steel structures - Part 1-5: General rules - Plated structural elements
[4] EN 1991-1-1 Dejstva na konstrukcije (Zapreminske težine, sopstvene težine, korisna opterećenja za zgrade)
[5] EN 1991-1-4 Dejstva na konstrukcije (Dejstva vetra)
[6] EN 1991-1-3 Dejstva na konstrukcije (Dejstva snega)
[7] EN 1998-1 Proračun seizmički otpornih konstrukcija (Opšta pravila, seizmička dejstva i pravila za zgrade)
[8] EN 1990 Eurocode - Basis of structural design
[9] EN 1993-6 Design of steel structures - Part 6: Crane supporting structures
[10] EN 1993-1-9 Design of steel structures - Part 9:
Fatique
[11] Z. Marković „Granična stanja čelilnih konstrukcija
prema Evrokodu“, Akademska misao, Beograd, 2019.