(Solved): Using the transformed-area method, determine the allowable resisting moments of the section sho ...

Using the transformed-area method, determine the allowable resisting moments of the section shown

Thank you

\[ \frac{1}{2} \text {-in. } \times 9 \frac{1}{2} \text {-in. steel plate }\left(E_{s}=29 \times 10^{6} \text { psi, } f_{\text {allow }} \text { tension or compression }=24,000 \mathrm{psi}\right) \] wood beams dressed dimensions \( 1 \frac{1}{4} \mathrm{in.} \times 9 \frac{1}{2} \) in. \[ \left(E_{w}=1.76 \times 10^{6} \mathrm{psi}, f_{\text {allow }} \text { tension or compression }=1875 \mathrm{psi}\right) \]