Fb = 22 ksi Fy = 14.5 ksi E = 29 × 103 ksi W = 1 K/FT. P=2k L= 8'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Assuming A36 steel, select the most economical W8 section. Check the shear stress, and determine the deflection at the free end.
Transcribed Image Text:Fb = 22 ksi
Fy = 14.5 ksi
E = 29 × 103 ksi
W = 1 K/FT.
P=2k
L= 8'
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