Select the lightest avaliable W-10 section to support the axial loads  PD= 90 kips, PL= 120 kips, Lc= 15ft, Fy= 50 ksi  Answer is W10 x 45 LRFD and ASD  using the colum table in Aisc manual especially part 4

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Chapter5: Beams
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Problem 5.15.3P
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Select the lightest avaliable W-10 section to support the axial loads 

PD= 90 kips, PL= 120 kips, Lc= 15ft, Fy= 50 ksi 

Answer is W10 x 45 LRFD and ASD 

using the colum table in Aisc manual especially part 4 

please do a step by step solution I have many problems to work on and I want to understand the entire process.

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