AISCAISC 360-22
Formulas

Formulas: Compressive Strength

PDF page 432 · AISC 360-22

Equation C-E6-1

Vr=0.001LB1αPrQyrV_{r}=0.001 L B_{1} \alpha P_{r} \frac{Q_{y}}{r}

where

B1=B_{1}= multiplier to account for PδP-\delta effects (Appendix 8)

  • Iy=I_{y}= moment of inertia of the built-up section about the yy-axis, the axis that puts shear in the connectors, in. 4( mm4){ }^{4}\left(\mathrm{~mm}^{4}\right)
  • L=L \quad= length of member, in. (mm)
  • Pr=P_{r}= required axial compressive strength, kips (N)
  • Qy=Q_{y}= first moment of the area of one component about the yy-axis, in. 3( mm3){ }^{3}\left(\mathrm{~mm}^{3}\right)
  • α=1.0\alpha=1.0 (LRFD); 1.6 (ASD)

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