About: NA.2.12 Use of imperfections, 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.2.12 Based on author's investigation the suitable shapes and amplitudes of unstiffened and stiffened plates in buckling is presented. Contrary to Eurocode tables the lowered amplitudes of longitudinal stiffener initial deflections are recommended.
  • NA.2.12 Based on author's investigation the suitable shapes and amplitudes of unstiffened and stiffened plates in buckling is presented. Contrary to Eurocode tables the lowered amplitudes of longitudinal stiffener initial deflections are recommended. (en)
Title
  • NA.2.12 Use of imperfections, ČSN EN 1993-1-5 NA National Annex - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements: 2012
  • NA.2.12 Use of imperfections, 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.2.12 Use of imperfections, ČSN EN 1993-1-5 NA National Annex - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements: 2012
  • NA.2.12 Use of imperfections, 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/68407700:21110/12:00200524!RIV13-MSM-21110___
  • ČSN EN 1993-1-5 NA ed. A: 2012
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  • RIV/68407700:21110/12:00200524
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  • stiffened plates; unstiffened plates; initial deflections; imperfections; buckling (en)
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  • ÚNMZ (Úřad pro technickou normalizaci, metrologii a státní zkušebnictví)
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  • Macháček, Josef
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  • 21110
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