5 18 in thick laminated timber 24ft long column to support
5 1/8 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 = 2000000
Fv = 165
Fb = 2000
Kce = .418
A = bd
b = 5 1/8in
What is Fc and d?
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5 18 in thick laminated timber 24ft long column to support a roof 16 kips and floor load 38kips will be applied at 13 4
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