<xmp id="uauy4"><u id="uauy4"></u>
  • <menu id="uauy4"><tt id="uauy4"></tt></menu>
    <xmp id="uauy4"><menu id="uauy4"></menu>
  • <menu id="uauy4"><strong id="uauy4"></strong></menu>
    <input id="uauy4"></input>
  • 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://www.uewkhdshfiueyhfsahd.com

    Single steel plant support and connecting node seismic Accounting

    Time:[2015-11-14]  Hits:4527

    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:佛山市勝邦鋼結構有限公司 Foshan Shengbang Steel Structure Co., Ltd. Record Number:粵ICP備13078463號
    99久久精品国产亚洲