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    Comparison of Turkish Steel Building Specifications, TS 648 and SDCCSS 2018
    (Techno-Press, 2022) Bozkurt, Mehmet Bakir; Ergut, Abdulkerim; Ozkilic, Yasin Onuralp
    This study presents similarities and differences between Turkish Building Code for Steel Structures, which are TS 648 and SDCCSS (Specification for Design, Calculation and Construction of Steel Structures) in terms of the design of the members. Hot-rolled I-shaped steel sections for symmetrical and U-shaped steel sections (i.e., channels) for monosymmetric sections were elaborated in detail. The design strength of tension members under tensile load, compression members under axial load and flexural members under flexure and shear were examined separately. Connection details for tension members, slenderness for compression members and distance between lateral supports for flexural members were considered as prime variables. Analysis results revealed the design strength of the tension members where at least one of the cross-sectional parts is not connected to the connection plates, I-shaped compression members where a slenderness ratio is below 39 (.<39), U-shaped compression members and flexural members where Lb is between Lp and Lr (Lp
  • Küçük Resim Yok
    Öğe
    Comparison of Turkish Steel Building Specifications, TS 648 and SDCCSS 2018
    (Techno-Press, 2022) Bozkurt, Mehmet Bakir; Ergut, Abdulkerim; Ozkilic, Yasin Onuralp
    This study presents similarities and differences between Turkish Building Code for Steel Structures, which are TS 648 and SDCCSS (Specification for Design, Calculation and Construction of Steel Structures) in terms of the design of the members. Hot-rolled I-shaped steel sections for symmetrical and U-shaped steel sections (i.e., channels) for monosymmetric sections were elaborated in detail. The design strength of tension members under tensile load, compression members under axial load and flexural members under flexure and shear were examined separately. Connection details for tension members, slenderness for compression members and distance between lateral supports for flexural members were considered as prime variables. Analysis results revealed the design strength of the tension members where at least one of the cross-sectional parts is not connected to the connection plates, I-shaped compression members where a slenderness ratio is below 39 (.<39), U-shaped compression members and flexural members where Lb is between Lp and Lr (Lp