Abstract
Slim floor system is a method for the pouring concrete after a steel formed deep deck placed on the bottom flange of steel H-beam. Recently As the demand for long span building to secure a parking area increases, the need for development of a long span deep deck without support has emerged. Accordingly, in this study, we proposed improvements to develop of form deep deck applicable to 7.5 m(net length=7.2 m) without supports, then sand loading experimental tests for six specimens were planned to verify the effect on parameters of the end continuity of spans, methods of the end continuity(rebar or cap plate), the thickness of cap plates, lateral trussed girders.
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