AISCAISC 360-22
Formulas

Formulas: Limitations

PDF page 171 · AISC 360-22

Formula 1

ρsr=AsrAg\rho_{s r}=\frac{A_{s r}}{A_{g}}

where

Ag=A_{g}= gross area of composite member, in. 2( mm2){ }^{2}\left(\mathrm{~mm}^{2}\right)

Asr=A_{s r}= area of continuous longitudinal reinforcing bars, in. 2( mm2){ }^{2}\left(\mathrm{~mm}^{2}\right)

Formula 2

(e) Composite beam members with Pu<0.10PnP_{u}<0.10 P_{n} shall be tension controlled as defined in ACI 318.

Pu<0.10PnP_{u}<0.10 P_{n}

Found in

Formulas: Load Transfer for Negative Flexural Strength

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