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![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)
Table I from The effect of web corrugation angle on bending performance of triangular web profile steel beam section | Semantic Scholar
![Table 2-1 from DESIGN OF BEAM AS A HOLLOW CROSS SECTION BY USING STEEL FIBER UNDER PURE TORSION | Semantic Scholar Table 2-1 from DESIGN OF BEAM AS A HOLLOW CROSS SECTION BY USING STEEL FIBER UNDER PURE TORSION | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/78227d71622ede5a7da2afb262d788e927fd8876/12-Table2-1-1.png)
Table 2-1 from DESIGN OF BEAM AS A HOLLOW CROSS SECTION BY USING STEEL FIBER UNDER PURE TORSION | Semantic Scholar
![Table 1 from St. Venants Torsion Constant of Hot Rolled Steel Profiles and Position of the Shear Centre | Semantic Scholar Table 1 from St. Venants Torsion Constant of Hot Rolled Steel Profiles and Position of the Shear Centre | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/844f2a6b614123ee242203f908f0b880d764e8bb/4-Table1-1.png)