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Tapered Beam is used mainly to roof structure of building between factory and great astonishment such as physical education facilities by economical section form that reduce construction weight of absence designing necessary section according to member force that see tapered section. Tapered deep beam is keeping design regulation (Web-Tapered Members) of Tapered member in AISC's regulation in the United States of America's occasion because tapered beam's study is already studied by Morrel, Lee, Azad etc. in the 1970s and use tapered member abuzz in Pre Engineered Metal Building through MBMA association. In domestic amount of materials curtailment and economic efficiency security by purpose, tapered beam application is achieved abuzz but study is lacking real condition in reply. Therefore, in this study, authoritativeness uses ANSYS that is proved mediocrity finite element analysis program by theory way and material and geometry non-linear analysis that is studied in existing and completed steel frames analysis model with experiment result by main variable buckling and limit strength evaluate.

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Abstract
1. 서론
2. 구조해석
3. 해석결과
4. 분석 및 고찰
5. 결론
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UCI(KEPA) : I410-ECN-0101-2009-540-017484024