title = "Column Design and Slenderness Effects"

content = """
Columns carry axial load and bending moment. Slenderness effects must be considered: slender columns may fail by buckling rather than material yield. Codes provide methods for second-order analysis or moment magnification. Effective length depends on end restraint conditions.

Reinforced concrete columns require minimum reinforcement, confinement in seismic zones, and proper lap splice length. Steel columns require buckling checks (flexural, torsional, flexural-torsional). The reviewer verifies that capacity is adequate for all load combinations and that detailing satisfies ductility and constructability requirements.
"""  # noqa: E501

version = "0.0.1"
