) of the column, accounting for flexural buckling and torsional buckling modes. Part 5: Design of Tension Members
“I’ll make the calls,” he muttered.
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When designing a shear end-plate connection, the failure mode is often web crippling or web local yielding at the toe of the fillet (distance "k"). The k dimensions are in Part 1, but 90% of engineers forget to check them. ) of the column, accounting for flexural buckling
(limiting unbraced length for inelastic lateral-torsional buckling) values to simplify this analysis. The Specification Integration
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covers members subjected to axial pulling forces, accounting for net area reduction and block shear failure.