AISCAISC 360-22
Formulas

Formulas: External Force Applied to Concrete

PDF page 178 · AISC 360-22

Equation 16-2a

Vr=Pr(FyAs/Pno)V_{r}^{\prime}=P_{r}\left(F_{y} A_{s} / P_{n o}\right)

Equation 16-2b

Vr=Pr(FnAs/Pno)V_{r}^{\prime}=P_{r}\left(F_{n} A_{s} / P_{n o}\right)

where

Fn=F_{n}= critical buckling stress for structural steel sections of filled composite members determined using Equation I2-10 or Equation I2-11, as applicable, ksi (MPa)

Pno=P_{n o}= nominal axial compressive strength without consideration of length effects, determined by Equation I2-7 for encased composite members, and Equation I2-9a, Equation I2-9c, or Equation I2-9e for filled composite members, kips (N)

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