LATERAL STABILITY OF COMPOSITE WOOD I-JOISTS UNDER CONCENTRATED-LOAD BENDING

Three different theoretical beam elastic lateral stability models were combined with the current Load and Resistance Factor Design (LRFD) lateral stability model used for wood I-joist design to identify more accurate predictions of composite wood I-joist buckling behavior These models were based on...

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Veröffentlicht in:	Transactions of the ASAE 2006-11, Vol.49 (6), p.1867-1880
Hauptverfasser:	Burow, J R, Manbeck, H B, Janowiak, J J
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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