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Volume 38 Issue 1
Jan.  2023
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Article Navigation >  STEEL CONSTRUCTION(Chinese & English)  > 2023  >  38(1): 66-68
TONG Gen-shu. Can Sagrods be Regarded as Lateral Supports of Purlins[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(1): 66-68. doi: 10.13206/j.gjgG22111209
Citation: TONG Gen-shu. Can Sagrods be Regarded as Lateral Supports of Purlins[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(1): 66-68. doi: 10.13206/j.gjgG22111209
shu

Can Sagrods be Regarded as Lateral Supports of Purlins

doi: 10.13206/j.gjgG22111209

  • Institute of High Performance Structures, Zhejiang University, Hangzhou 310058, China

  • Received Date: 2022-11-12
  • Publish Date: 2023-01-25
    Abstract
  • Function of sagrods in parallel purlin system is studied. Due to the small thickness of the cold-formed purlin, its web deforms locally at the sagrod point, slacking occurs in the sagrod, leading to noneffective sagrod. The zigzag arrangement of sagrods in the adjacent bays weakens dramatically the tensile stiffness of the sagrods further. On the other hand, the stiffness demand on the sagrod increases parabolically with the number of the purlins. Combining these factors, it can be concluded that the sagrods in purlin system have negligible effect of the strength and buckling capacity of the purlins. Proposals are presented on the layout of sagrod systems and cold-formed C sections shall be used as sagrods.
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    • References(5)
  • [1]
    Polyzois D.Sag rods as lateral supports for girts and purlins[J].Journal of Structural Engineering,ASCE,1987,113(7):1521-1531.
    [2]
    童根树.钢结构的平面外稳定[M].北京:中国建筑工业出版社,2013.
    [3]
    童根树.钢结构的平面内稳定[M].北京:中国建筑工业出版社,2015.
    [4]
    童根树.柱间水平支撑设计方法[J].西安冶金建筑学院学报,1986(3):110-133.
    [5]
    AISI.North American Specification for the design of cold-formed steel structural members,framing:AISI S136-16[S].Chicago:AISI,2016.
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