High-rise buildings in recent years are increasing demand for high strength. However, the higher the floor, the greater the weight of the building, resulting in structural problems. In this study, the shear span ratio was equal to 1.5, and the effect of the web width (100 mm, 150 mm) on the shear strength of I-type flexural members was evaluated.

Abstract
 1. 서 론
 2. 압축강도 및 전단실험
  2.1 사용재료
  2.2 재료시험
  2.3 전단실험
 3. 전단실험결과 및 비교 분석
 4. 결 론
 참고문헌

• 정재원(한밭대학교 건축구조연구실(HAST)) | Jeong, Jae Won
• 김성은(한밭대학교 건축구조연구실(HAST)) | Kim, Seong Eun
• 이상호(한밭대학교 건축구조연구실(HAST)) | Lee, Sang Ho
• 김승훈(한밭대학교 건축공학과) | Kim, Seung Hun 교신저자