/
9.3.1.1 Width-to-Thickness Ratios Report

9.3.1.1 Width-to-Thickness Ratios Report

Owned by Kemalcan Struja (Unlicensed)
Last updated: Oct 25, 2022 by Zeynep Aladağ
1 min read

Steel columns, beams and braces defined as the moment-resisting frame and concentrically braced frame element can be viewed in the control reports.

  • Cross-sections of steel columns and beams, which are frame members with high ductility level, are checked according to Table 9.3 and are included in the relevant reports.

Next Topic

9.3.1.2

Related Topics

Related content

9.7.1.1 Dimensional Check of Cross-Sections Report
9.7.1.1 Dimensional Check of Cross-Sections Report
Architecture & Structural Engineering
More like this
9.6.1.1 Dimensional Check of Cross-Sections Report
9.6.1.1 Dimensional Check of Cross-Sections Report
Architecture & Structural Engineering
More like this
Steel brace section dimensions do not conform to Width-to-Thickness Ratios.
Steel brace section dimensions do not conform to Width-to-Thickness Ratios.
Architecture & Structural Engineering
More like this
Steel column section dimensions do not conform to Width-to-Thickness Ratios.
Steel column section dimensions do not conform to Width-to-Thickness Ratios.
Architecture & Structural Engineering
More like this
9.4.1.1 Dimensional Check of Cross-Sections Report
9.4.1.1 Dimensional Check of Cross-Sections Report
Architecture & Structural Engineering
More like this
9.3.1.1
9.3.1.1
Architecture & Structural Engineering
More like this