f'=4,000 psi DL=only SW LL=150 Ib/ft f,=60 ksi y=150 pcf W=? B=24" 7.5"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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With the given information provided what is the most economical beam selection. Looking to compare my answer with the work done. Thank you. Let me know if you need any table.
Transcribed Image Text:f'=4,000 psi
DL=only SW
LL=150 Ib/ft
f,=60 ksi Y=150 pcf
W=?
B=24"
L=12'
A, = ?
H= 10"
D= 7.5"
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