FormulasFormulas: Compressive StrengthPDF page 166 · AISC 360-22Equation I2-9a Pno=PpP_{n o}=P_{p}Pno=Pp Formula 2 Pno=Pp−Pp−Py(λr−λp)2(λ−λp)2P_{n o}=P_{p}-\frac{P_{p}-P_{y}}{\left(\lambda_{r}-\lambda_{p}\right)^{2}}\left(\lambda-\lambda_{p}\right)^{2}Pno=Pp−(λr−λp)2Pp−Py(λ−λp)2 Equation 12-9d Py=FyAs+0.7fc′(Ac+AsrEsEc)P_{y}=F_{y} A_{s}+0.7 f_{c}^{\prime}\left(A_{c}+A_{s r} \frac{E_{s}}{E_{c}}\right)Py=FyAs+0.7fc′(Ac+AsrEcEs) Formula 4 Pno=FnAs+0.7fc′(Ac+AsrEsEc)P_{n o}=F_{n} A_{s}+0.7 f_{c}^{\prime}\left(A_{c}+A_{s r} \frac{E_{s}}{E_{c}}\right)Pno=FnAs+0.7fc′(Ac+AsrEcEs) Formula 5 Fn=9Esλ2F_{n}=\frac{9 E_{s}}{\lambda^{2}}Fn=λ29Es Equation 12-11 Fn=0.72Fy[(Dt)FyEs]0.2F_{n}=\frac{0.72 F_{y}}{\left[\left(\frac{D}{t}\right) \frac{F_{y}}{E_{s}}\right]^{0.2}}Fn=[(tD)EsFy]0.20.72Fy Formula 7 (EI)eff=EsIs+EsIsr+C3EcIc(E I)_{e f f}=E_{s} I_{s}+E_{s} I_{s r}+C_{3} E_{c} I_{c}(EI)eff=EsIs+EsIsr+C3EcIc Found in AXIAL FORCE Formulas: Tensile StrengthPrevious PageFormulas: Tensile StrengthNext Page