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An Analysis of the Stability and Ultimate Bending Strength of Multiweb Beams with Formed-channel Webs
註釋Design curves and procedures are presented for calculating the stresses for instability and failure of multiweb beams with formed-channel webs. The ultimate bending strength of this type of construction is shown to depend upon the deflectional stiffness of the web attachment flanges. A simple criterion is also given for predicting whether a multiweb beam with a given attachment-flange design will be susceptible to a wrinkling instability or will buckle as if the webs were integrally joined to the cover skins.