the selected W18 section, i) Using the section properties "Z"to calculate Phi Mp, and compare to the Mu, max ,from the b

[answerhappygod]

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.
IN wi Note: w, load per unit length, W, total load. Shear Shear 11 Shear Shear 11 Moment Moment Mas M₂ Moment 0.211/ Moment max M w/² 2 w/² 6 PI 8 w/ 6EI 24E7 w/" BEI w/" SEI P 192E7 w/" 384E1
TABLE A.3 (Continued) Shears, Moments, and Deflections Loading R₂ Shear Diagram 0.5774/ Shear III Shear Shear Shear M M Moment Diagram 0.5774/ Moment Moment Moment Moment Maximum Moment w/ 9/5 w/ 12 -Pl -Pb Slope at End 8w/ 360K at R₂ Sul 192EZ Pj 287 P/² 281 Maximum Deflection 2.5 384F7 at x = 0.5191 wl' 120/7 PP 381 Pb (3-b) 6EI at free end
TABLE A.3 Shears, Moments, and Deflections Loading +0 Shear Force Diagram Shear Shear Shear Shear Moment Diagram Moment Moment Moment Moment Maximum Moment Pl 21- Pab 7 alxma Pa w/? Slope at End PP 16E1 Pa(-a) aR, Pal-a) 201 24E1 Maximum Deflection PP 48E1 PMF-b³) 93EN P-b Pa(312-4a¹) 24E1 5 w 384 El (Continued)