Required rotation of composite connections

Citation
Tq. Li et al., Required rotation of composite connections, J CONSTR ST, 56(2), 2000, pp. 151-173
Citations number
15
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
ISSN journal
0143974X → ACNP
Volume
56
Issue
2
Year of publication
2000
Pages
151 - 173
Database
ISI
SICI code
0143-974X(200011)56:2<151:RROCC>2.0.ZU;2-4
Abstract
According to the method developed previously for calculating the required r otation for composite connections, typical cases are studied and the requir ed connection rotations are evaluated. Maximum span:depth ratios are presen ted so that the required connection rotations are smaller than 20, 25 or 30 mRad respectively. Conclusions are made on the effects of different load c ases, steel grades and end conditions on the required rotation for plastic design of semicontinuous composite beams. (C) 2000 Elsevier Science Ltd. Al l rights reserved.