About: NA.2.2 Shear lag at the ultimate limit state, 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.2.2 provides explanation and analysis of possible methods to solve shear lag effects in ULS based on the author's investigation cited in this Standard, recommends one of them and for more precise solution refers to author's method.
  • NA.2.2 provides explanation and analysis of possible methods to solve shear lag effects in ULS based on the author's investigation cited in this Standard, recommends one of them and for more precise solution refers to author's method. (en)
Title
  • NA.2.2 Shear lag at the ultimate limit state, ČSN EN 1993-1-5 NA National Annex - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements: 2012
  • NA.2.2 Shear lag at the ultimate limit state, 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.2.2 Shear lag at the ultimate limit state, ČSN EN 1993-1-5 NA National Annex - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements: 2012
  • NA.2.2 Shear lag at the ultimate limit state, 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/68407700:21110/12:00200490!RIV13-MSM-21110___
  • ČSN EN 1993-1-5 NA ed. A: 2012
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  • RIV/68407700:21110/12:00200490
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  • shear lag; ultimate limit state; buckling; plasticity (en)
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  • ÚNMZ (Úřad pro technickou normalizaci, metrologii a státní zkušebnictví)
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  • Macháček, Josef
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