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Horizontal shear resistance of composite beams
Tests on 4 composite beams, 2 rectangular and 2 T-sections with steel joist fully encased, and without any shear connectors, are described; load-carrying capacities of beams determined experimentally are compared with those calculated from transformed section theory; pullout tests on steel joist embedded in concrete were also carried out to determine ultimate bond stress which was found to be between 170 and 200 psi.
Horizontal shear resistance of composite beams
Tests on 4 composite beams, 2 rectangular and 2 T-sections with steel joist fully encased, and without any shear connectors, are described; load-carrying capacities of beams determined experimentally are compared with those calculated from transformed section theory; pullout tests on steel joist embedded in concrete were also carried out to determine ultimate bond stress which was found to be between 170 and 200 psi.
Horizontal shear resistance of composite beams
Structural Engr
Wong, F.K.C. (author)
Structural Engineer ; 41
1963
6 pages
Article (Journal)
English
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