Analysis and Design of Steel Column Base Plates based on AISC Specifications

• Main Authors: Wen-Jui Chuang, 莊文瑞
• Other Authors: Dung-Myau Lue
• Format: Others
• Language: en_US
• Published: 2018
• Online Access: http://ndltd.ncl.edu.tw/handle/x5s4b8

碩士 === 國立中興大學 === 土木工程學系所 === 106 === The objectives of this study are to investigate the design and analysis of the column base plates in the steel buildings. According to the version of AISC (2005) and AISC (2011) which published by American Institute of Steel Construction (AISC) to be the object of this study. All theory of column base plates in these versions would be detailed, include the dimension (N and B) and the thickness (tp) of the column base plate. Because the value of  is different, the designed substrate is different, and by the calculation of the example we could know well about the meaning of the specification. On the other hand, when we discuss the effect of column base plate which caused to the moment, we also introduce the forces acting on the behavior and design methods under different eccentricities, and when the eccentric is too large, the base plates will have turned over, so we need to use the anchor bolts in order to make the structure stable. The application and design of anchor bolts must also be explored. The design steps of column base plates to do a complete discussion by the calculation of the example.