THE EFFECT OF PRECAST CONCRETE PLANKS ON SHEAR CONNECTOR STRENGTH

Authors
MOY SSJ TAYLER C
Citation
Ssj. Moy et C. Tayler, THE EFFECT OF PRECAST CONCRETE PLANKS ON SHEAR CONNECTOR STRENGTH, Journal of constructional steel research, 36(3), 1996, pp. 201-213
Citations number
7
Categorie Soggetti
Engineering, Civil","Construcion & Building Technology
Journal title
Journal of constructional steel research → ACNP
ISSN journal
0143974X
Volume
36
Issue
3
Year of publication
1996
Pages
201 - 213
Database
ISI
SICI code
0143-974X(1996)36:3<201:TEOPCP>2.0.ZU;2-7
Abstract
The use of precast concrete planks as permanent shutters reduces the e ffective in situ concrete around the shear connectors in composite bea ms. Results are presented which show that a minimum 100 mm width of in situ concrete allows 19 mm diameter, 115 mm long studs to develop the ir full shear capacity provided recommended reinforcement derails are used.