Recently, the floor construction method of buildings is rapidly being replaced by the steel deck construction method of factory products from the past cast-in-place formwork method in order to shorten construction period, reduce labor costs, and improve constructability. In this study, the bending capacity of a newly developed lattice integrated rib-type deck plate that is economical and constructible was evaluated through a simple beam test. As a result of the experiment, the lattice integrated rib-type deck installed by adding rib to the existing flat deck had excellent initial rigidity and maximum load-bearing ability, confirming the feasibility of practical use. In addition, the test specimen in which the tensile rebar is not integrated with the lattice and deck has very low initial stiffness, which is insufficient to support the load at the construction stage, and new details need to be developed to overcome this.

1. 서론
2. 실험 계획
    2.1 실험체 계획
    2.2 가력방법 및 측정방법
3. 실험결과 및 분석
    3.1 금속 재료 인장 시험
    3.2 파괴양상
    3.3 하중-변위관계곡선 분석
4. 결론
감사의 글
References

• 오명호(국립목포대학교 건축공학과 교수) | Oh Myoung Ho (Professor, Dept. of Architectural Engineering, Mokpo National University)
• 박성진(국립목포대학교 건축공학과 부교수) | Park Sung Jin (Associate Professor, Dept. of Architectural Engineering, Mokpo National University)
• 김영호(국립목포대학교 건축공학과 조교수) | Kim Young Ho (Assistant Professor, Dept. of Architectural Engineering, Mokpo National University) Corresponding author