Abstract
This report provides an evaluation of the shear capacity of stud connectors 3/4-in. and smaller in diameter embedded in composite beams with formed steel deck, as well as the flexural capacity of the composite beams themselves. The behavior of composite beams with or without formed steel deck is evaluated for working loads. Also, a comparison is made of connector capacity and beam behavior with existing design criteria. The report presents the results of 17 composite beam tests conducted at Lehigh University incorporating formed steel deck. These results were analyzed in conjunction with 58 additional tests conducted by other investigators.
Cite
CITATION STYLE
Grant, J. A., Fisher, J. W., & Slutter, R. G. (1977). COMPOSITE BEAMS WITH FORMED STEEL DECK. Engineering Journal, 14(1), 24–43. https://doi.org/10.62913/engj.v14i1.282
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