✦ LIBER ✦

Deflections of partially composite continuous beams: A simple approach

✍ Scribed by Nabeel Abdulrazzaq Jasim; Abdulamer Atalla

Publisher: Elsevier Science
Year: 1999
Tongue: English
Weight: 116 KB
Volume: 49
Category: Article
ISSN: 0143-974X
DOI: 10.1016/s0143-974x(98)00001-7

No coin nor oath required. For personal study only.

✦ Synopsis

A simple method to evaluate the deflections at midpoints of the various spans of continuous composite beams having partial shear connection is developed. The method can be used irrespective of the type of loading and the configuration, i.e. the number and lengths of spans, of the beam. In this method the actual continuous beam is represented by a series of single span beams for which the deflections are already determined by using a linear partial interaction theory. The redundant moments at the internal supports of the beam are assumed to be the same for both the full and partial interaction cases.

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