![PDF] Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions — Part II: Parametric study and proposed design equations | Semantic Scholar PDF] Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions — Part II: Parametric study and proposed design equations | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/133378c43e05eecdcfaa88f6849b48ea8a6eea89/5-Table1-1.png)
PDF] Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions — Part II: Parametric study and proposed design equations | Semantic Scholar
![FLEXURAL BEHAVIOUR OF STIFFENED MODIFIED COLD-FORMED STEEL SECTIONS-EXPERIMENTAL STUDY | Semantic Scholar FLEXURAL BEHAVIOUR OF STIFFENED MODIFIED COLD-FORMED STEEL SECTIONS-EXPERIMENTAL STUDY | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/61ac807181767187abef67988b35336ca601c0a6/5-Table1-1.png)
FLEXURAL BEHAVIOUR OF STIFFENED MODIFIED COLD-FORMED STEEL SECTIONS-EXPERIMENTAL STUDY | Semantic Scholar
![Table I from The effect of web corrugation angle on bending performance of triangular web profile steel beam section | Semantic Scholar Table I from The effect of web corrugation angle on bending performance of triangular web profile steel beam section | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/b8508bc8200035d32b5f7e43d45ed18288c9cc3a/2-TableI-1.png)