亚洲国产综合婷婷五月久久电影,三级小说成人,亚洲AV日韩AV奶水无码,AV白嫩网站

    1. <i id="agbch"><meter id="agbch"></meter></i>
      <li id="agbch"><legend id="agbch"></legend></li>

        1. Language:CHINESESENGLISH

          Home > News > Steel Structure Design slenderness ratio is calculated
          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.ifanly.com

          Steel Structure Design slenderness ratio is calculated

          Time:[2015-11-4]  Hits:5590

          Steel Structure Design slenderness ratio is calculated

          First, the two-limb combination member:

          Where λx for x-axis slenderness ratio of all member; λl disagreement minimum stiffness axis 11 of slenderness ratio, which is calculated length is taken as: welding, net interval between two adjacent battens; bolt connection, the phase two adjacent battens marginal bolt spacing; Alx member cross section perpendicular to the x-axis of each oblique lacing the sum of gross cross-sectional area. Guangzhou Steel

          Second, the limbs combination member:

          Where λy on the y-axis slenderness ratio of all member; each Syria lacing bar and Aly gross cross-sectional area of the member cross-section perpendicular to the y axis.

          Third, the combination of conjugated pieces for the three limbs of the member conjugated:

          Wherein each member section A1 oblique cross-sectional area of the Lace and wool;

          Note: ① battens stiffness should meet the requirements of the line.

          ② oblique angle between the axes of the Lace and member should be within the range of 40 ° ~ 70 °. 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