Behavior and Design of H-Section Steel Column Base Plates for Light Concentric Load

작은 축력을 받는 H형강 기둥의 베이스플레이트 거동과 설계

  • Received : 2004.01.19
  • Accepted : 2004.05.28
  • Published : 2004.08.27

Abstract

Since there are no specifications in Korea regarding the design of steel column baseplates that are subjected to concentric axial load, this paper proposes a more accessible stress design method for baseplates based on AISC specifications and guidelines.Some designs included in this paper were: (1) a full area ofconcrete bearing pressure under normal axial load and subsequent failure in external cantilevers at 0.95 d or 0.8 bf, and (2) a partial area of the pressure under a light axial load and subsequent failure as an internal cantilever model.

Acknowledgement

Supported by : 한국과학재단

References

  1. Manual of Steel construction AISC
  2. Manual of Steel construction AISC
  3. Load and Resistance Factor Design. Manual of Steel construction AISC
  4. Load and Resistance Factor Design, Manual of Steel construction AISC
  5. Load and Resistance Factor Design. Manual of Steel construction AISC
  6. Steel Design Guide Series 1;Column Base Plates AISC