About: NA.2.9 Reduced stress method, ČSN EN 1993-1-5 NA National Annex - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements: 2012     Goto   Sponge   NotDistinct   Permalink

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Description
  • NA.2.9 Based on author's investigation the analysis of Eurocode approaches to solution of web and flange buckling of girders is presented. The author shows shortages of reduced stress method and gives limits for its use.
  • NA.2.9 Based on author's investigation the analysis of Eurocode approaches to solution of web and flange buckling of girders is presented. The author shows shortages of reduced stress method and gives limits for its use. (en)
Title
  • NA.2.9 Reduced stress method, ČSN EN 1993-1-5 NA National Annex - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements: 2012
  • NA.2.9 Reduced stress method, ČSN EN 1993-1-5 NA National Annex - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements: 2012 (en)
skos:prefLabel
  • NA.2.9 Reduced stress method, ČSN EN 1993-1-5 NA National Annex - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements: 2012
  • NA.2.9 Reduced stress method, ČSN EN 1993-1-5 NA National Annex - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements: 2012 (en)
skos:notation
  • RIV/68407700:21110/12:00200520!RIV13-MSM-21110___
  • ČSN EN 1993-1-5 NA ed. A: 2012
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  • RIV/68407700:21110/12:00200520
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  • buckling; reduced stress; effective width; load shedding (en)
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  • ÚNMZ (Úřad pro technickou normalizaci, metrologii a státní zkušebnictví)
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  • Macháček, Josef
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