Lijun Wang. Design of Flexural Members[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(6): 55-64. doi: 10.13206/j.gjgS20052507
Citation: Lijun Wang. Design of Flexural Members[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(6): 55-64. doi: 10.13206/j.gjgS20052507

Design of Flexural Members

doi: 10.13206/j.gjgS20052507
  • Received Date: 2020-03-08
  • Design methods of bending member for AISC 360-16 Specification for Structural Steel Buildings are explained and comparison is made between AISC 360-16 and GB 50017-2017. Design considerations and differences of bending member for two countrys codes are introduced. Three periods of calculation for the beam buckling are used and the calculating formula for elastic period are from formula of the critical force for beams flexure-torsion buckling, which are same as GB 50017-2017. The strength calculation of flexural member is listed in Chapter F of AISC 360-16, in which the flexural strength is Mn; the design flexural strength takes ϕbMn; the flexural resistance coefficient ϕb=0. 9.
  • AISC. Specification for structural steel building:ANSI/AISC 360-16[S]. Chicago:American Institute of steel Construction, 2016.
    中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017-2017[S]. 北京:中国建筑工业出版社,2018.
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