Stability Design of Steel Buildings

Provides detailed instructions and technical standards for the stability design of steel buildings according to AISC specifications. It primarily contrasts the Direct Analysis Method (DM), the Effective Length Method (ELM), and the First-Order Analysis Method (FOM) to help engineers determine the most appropriate structural evaluation strategy. Central to the text is the accurate calculation of second-order effects, specifically distinguishing between P-Δ (global sidesway) and P-δ (individual member) deformations. The documentation establishes rigorous protocols for applying notional loads to account for initial geometric imperfections and member inelasticity. Furthermore, it offers practical design examples and benchmarking problems to ensure that engineering software correctly captures complex frame behaviors. Through its detailed appendices, the source also addresses critical topics such as bracing requirements, seismic drift control, and the modeling of out-of-plumbness in tall structures.

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