For the beam of oroblem 2. and the selected W18 section, i) Using the section properties "Z"to calculate Phi Mp, and com

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For the beam of oroblem 2. and the selected W18 section,
i) Using the section properties "Z"to calculate Phi Mp, and compare to the Mu, max ,from the beam
ii) Use the appropriate equation in the text to calculate the unbraced length Lp of the selected W-section
iii) Use the appropriate section properties to calculate the deflection under the Load Pn.
APPENDIX A.3 (Continued) Shears, Moments, and Deflections Loading 立连接 Shear Shear Shear Force Diagram Shear II Mamen Moment Diagra Moment 02111 Maximum 4 4 下 Maxi Slope at End Deflection 進 非 1926 65 451 Appendix A M