AISCAISC 360-22
Formulas

Formulas: general stability requirements

PDF page 401 · AISC 360-22

Formula 1

a stability coefficient, θ\theta, (approximately equal to 11/B21-1 / B_{2} ) to 0.25 for seismic design of buildings, effectively requiring that Δ2nd-order /Δ1st-order \Delta_{2 n d \text {-order }} / \Delta_{1 s t \text {-order }}, calculated with nominal stiffness, not exceed a value of 1.33 if Pmf=0P_{m f}=0 nor 1.44 if Pmf=Pstory P_{m f}=P_{\text {story }} (Sabelli and Griffis, 2021).

Pmf=Pstory P_{m f}=P_{\text {story }}

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