Quote:
Originally Posted by madeshotels
I was told a 2x6 ridge beam would be good enough, but I would like more opinions. Do you think that 2x6 is good enough are what. Any help would be appreciated.
Thanks, Mike
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FWIW,
"Roof ridge beam deflection greater than 25 mm in 2400 mm is considered excessive ."
This is a 1 in ~100 ratio, so Δ/L=5/384 * w[L^3]/EI = .01, so w in pounds/inch distributed load is 0.768EI/[L^3]
L is 24(12) = 240", E assumed to be 1,000,000 PSI, I = [1/12] b[h^3] = [1/12]1.5[5.5^3]= 21 in⁴.
I get 1.2 pounds per linear inch, 290 pounds for the whole ridge beam, dead & live load.
That seems small. Maybe there is an arith error.