The capacity analysis of wide flange steel section as beam-column elements
نویسندگان
چکیده
The design of the steel frame structure for beam, column, and beam-column elements usually takes several iterations to obtain optimum results that are safe, efficient, economical. problems arise due number iteration process basis this research. research was conducted on 100 sections IWF HCS which consisted 81 19 HCS. analysis carried out regarding SNI 1729:2015. study in form moment capacity graphs tables axial as well coefficients m U design. Moment profiles produced could be used reduce designing safe efficient elements. Analysis show usage will needed.
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2021
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202133105006