51/8 in thick laminated timber 24ft long column to support a roof
16 kips and floor load 38kips will be applied at 13' 4" from
base.
ke =1.0
f*c=2100 lb/in sq
c' = .9
e = 2
fv = 165
fb = 2000
kce = .418
a = bd
b = 5 1/8in
what is fc and d?

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