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W-Section

See how Linkoteq's steel W-section tool presents member inputs, governing checks and utilization.

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Sample calculation

Steel member verification

Selected inputs

Section: W100×19
Member lengths in benchmark: 500 mm
Steel yield strength: 248 MPa
Major-axis moment: 2.38 kN·m
Minor-axis moment: 3.63 kN·m

Maximum ULS utilization: 44.31%

Biaxial bending governed this CSA S16:2019 benchmark. The sample flags a non-coincident load envelope and does not include a lateral-torsional buckling check. For illustration only.

View the sample source