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Web buckling

机译:网页屈曲

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Alasdair points out that the calculated web resistance has changed over the years as new codes have been introduced, and codes revised. This is to be expected as more knowledge and experience are gained. Web resistance is only one of many things that have changed considerably as codes have been revised. BS 449 assumed an effective length of 0.5d when calculating the buckling resistance of the web. As this is only theoretically possible when both ends of a strut are fully built-in, perhaps we might agree with hindsight that it seems optimistic. In Amendment 8 of BS 449, the assumed effective length was increased to 0.7d. This accounts almost entirely for the change in resistance. This increased effective length also appears in BS 5950:1985.
机译:Alasdair指出,随着新法规的引入和修订,多年来计算得出的腹板电阻已经发生了变化。随着更多的知识和经验的积累,这是可以预期的。网页阻力只是随着代码修订而发生很大变化的许多事情之一。 BS 449在计算纤维网的抗屈曲性时假定有效长度为0.5d。由于理论上只有在支柱的两端都完全内置时才有可能,所以也许我们可以同意事后的看法,即它似乎是乐观的。在BS 449的修订版8中,假定的有效长度增加到0.7d。这几乎完全是抵抗力变化的原因。有效长度的增加也出现在BS 5950:1985中。

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  • 来源
    《The Structural Engineer》 |2016年第2期|53-53|共1页
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  • 入库时间 2022-08-18 00:18:52

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