欧美午夜福利影院在线免费观看|中文字幕一区二区三区三州|国内精品一区二区三区久久|一区二区三区字幕在线观看

Language:CHINESESENGLISH

Home > News > Single steel plant support and connecting node seismic Accounting
CONTACT US
  • Address:Pingtang Industrial District, Shipeng Village, Shishan Town, Nanhai District, Foshan City,
  • Phone:0757-81002668/0757-63323396
  • Fax:0757-81196682
  • Contact:Ben Zheng/13826981293 Kerry Lu/13751224830
  • E-mail:sbs@sbsprefabhouse.com
  • URL:http://m.ntnk-color.com

Single steel plant support and connecting node seismic Accounting

Time:[2015-11-14]  Hits:4018

Single steel plant support and connecting node seismic Accounting


Guangzhou Steel single steel plant support and connecting node how seismic calculation?
Vertical roof support truss webs should be able to receive and impart roof horizontal seismic action, carrying capacity of their webs connected should be greater than the internal forces, and meet construction requirements.
Cross earthquake support studs and checking accounts can be the lever, and taking into account the affected struts intersect. Connecting the ends of the cross support, support for single angle should be included in the strength reduction, shall not be used when the degree of 8,9-sided eccentric connection; there is a cross-support rod interrupt, cross node plates should be strengthened and its carrying capacity of not less than 1.1 times rod bearing capacity. Guangzhou Steel

Copyright:佛山市勝邦鋼結(jié)構(gòu)有限公司 Foshan Shengbang Steel Structure Co., Ltd. Record Number:粵ICP備13078463號(hào)