Analysis of The Optimal slenderness ratio for Power Transmission Tower
Authors
Zhenggang Fang, Peng Huang, Kun Wu, Juan Mo, Rui Liu
Corresponding Author
Zhenggang Fang
Available Online April 2016.
- DOI
- 10.2991/icseee-15.2016.22How to use a DOI?
- Keywords
- Combined angle steel; Large width angle steel; Calculated length; Optimal slenderness ratio
- Abstract
Through theoretical analysis, this paper deduced the optimal slenderness ratio and calculated length of the angle steel. According to the actual stress conditions, this paper figure out the optimal slenderness ratio and calculated length of the large angle steel, large double angle steel, ordinary double angle steel and ordinary quadruple angle steel. In order to provide a basis to replace the large angle steel with the combined angle steel, the slenderness ratio and calculated length which are suitable for engineering applications are given.
- Copyright
- © 2016, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Zhenggang Fang AU - Peng Huang AU - Kun Wu AU - Juan Mo AU - Rui Liu PY - 2016/04 DA - 2016/04 TI - Analysis of The Optimal slenderness ratio for Power Transmission Tower BT - Proceedings of the 2015 4th International Conference on Sustainable Energy and Environmental Engineering PB - Atlantis Press SP - 118 EP - 124 SN - 2352-5401 UR - https://doi.org/10.2991/icseee-15.2016.22 DO - 10.2991/icseee-15.2016.22 ID - Fang2016/04 ER -