Composite Beams with Web Openingsby Stuart E. Swartz, (M.ASCE),
Krigo S. Eliufoo,
Serial Information: Journal of the Structural Division, 1980, Vol. 106, Issue 5, Pg. 1203-1208
Document Type: Journal Paper
Abstract: A related problem of some significance which to date has not been studied in great detail is the response to service loads of steel-concrete composite beam with web openings. The problem would appear to be solved using standard assumptions of elastic behavior of a transformed section. Such is indeed the case if the concrete is not cracked. However, consideration of a cracked section in conjunction with application of Vierendeel method of analysis leads to which a closed form solution does not appear possible. The purpose of this note is to present the formulation and solution algorithm for this problem.
Subject Headings: Composite beams | Web beams | Concrete | Webs (structure) | Cracking | Service loads | Load factors | Steel |
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