Design of Steel Columns:
Non-slender Torsional/Flexural-Torsional Buckling Compressive Strength
- Calculate the torsional and flexural-torsional buckling compressive
strength of a non-slender symmetric rolled shape. This calculation may control the design of wide flange and similarly shaped columns when the
torsional unbraced length is larger than the lateral unbraced length.
Combined
Forces Strength
- Check steel member
subjected to a compression load and flexural loading around the weak and/or
strong axis.
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