| contributor author | Dajin Liu | |
| date accessioned | 2017-05-08T21:22:45Z | |
| date available | 2017-05-08T21:22:45Z | |
| date copyright | August 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291084-0680%282004%299%3A3%28142%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49136 | |
| description abstract | Circular base plates are commonly used for pipe columns, such as pylons in cable-stayed bridges, lighting poles, and electric power line posts. Although the explicit solutions for rectangular base plates can be found in many textbooks and AISC design procedures for base plates, a design procedure for circular base plates has not been documented. In this paper, two equilibrium equations are presented for circular base plates with large eccentric loads. Since these two equations cannot be solved explicitly, an iteration approach is used to solve them. | |
| publisher | American Society of Civil Engineers | |
| title | Circular Base Plates with Large Eccentric Loads | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 3 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)1084-0680(2004)9:3(142) | |
| tree | Practice Periodical on Structural Design and Construction:;2004:;Volume ( 009 ):;issue: 003 | |
| contenttype | Fulltext | |