A typical low and medium-sized neighborhood living facility in reinforced concrete building secures a high floor and pursues an efficient module plan(long span). Accordingly, research on the development of new hybrid beams that can innovatively reduce labor costs such as on-site installation and assembly while securing strength and rigidity is ongoing. In order to verify the structural performance of the U-flanged truss composite beam with newly developed shape, Experiments with various variables are required. Based on the results, this study is to evaluate the strength of U-flanged truss hybrid beam through the flexural strength of the Korea Design Code and experimental values. It was evaluated that nominal flexural strength was 110% to 135% higher than the experimental value.

Abstract
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 콘크리트 압축강도 시험
    3.3 파괴양상
    3.4 하중-변위관계곡선 분석
    3.5 기준식과의 내력 비교
4. 결론
감사의 글
References

• 이성민(국립목포대학교 건축공학과 대학원 박사과정) | Lee Seong Min (Member, Graduate, Dept. of Architectural Eng., Mokpo National University)
• 오명호(국립목포대학교 건축공학과 교수) | Oh Myoung Ho (Member, Professor, Dept. of Architectural Eng., Mokpo National University)
• 김영호(국립목포대학교 건축공학과 교수) | Kim Young Ho (Member, Corresponding Author, Professor, Dept. of Architectural Eng., Mokpo National University) Corresponding author