I found a Beam Deflection Calculator that uses the same formula for a solid beam. If I put my 14' gaff into it with Skene's rule of thumb of 0.02 L as the diameter I can compare the deflection of a solid gaff with that of various different hollow gaffs.
So Skene says my gaff should be 3.36" max diameter if its solid. This gives a deflection of approx 1.5" for a 10 lb force.
I get about the same deflection for a 3.64" diameter gaff made with 1/2" walls or a 3.38" diameter gaff with 1" walls. So a 10% extra diameter and thin walls sounds like a real plan.
This calculation is perfect for relative strengths but it doesn't help much with deciding if scots pine is OK or do I need douglas fir.
I found a Young's modulus of 13 x10^9 N/m^2 on one site.
TRADA provides the following:
Douglas fir
Strength Properties (N/mm2) | Strength Class | ||
C14 | C18 | ||
Bending Strength | f m,k | 14 | 18 |
Tension Strength | f t,0,kf t,90,k | 8 0.4 | 11 0.5 |
Compression Strength | f c,0,kf c,90,k | 16 2.0 | 18 2.2 |
Shear Strength | f v,k | 1.7 | 2.0 |
Modulus of Elasticity | E 0,meanE 0,05E 90,mean | 7 4.7 0.23 | 9 6.0 0.30 |
Shear Modulus | G g,mean | 0.44 | 0.56 |
Density | r kr mean | 290 350 | 320 380 |
European Redwood
Strength Properties (N/mm2) | Strength Class | ||
C16 | C24 | ||
Bending Strength | f m,k | 16 | 24 |
Tension Strength | f t,0,kf t,90,k | 10 0.5 | 14 0.5 |
Compression Strength | f c,0,kf c,90,k | 17 2.2 | 24 2.5 |
Shear Strength | f v,k | 1.8 | 2.5 |
Modulus of Elasticity | E 0,meanE 0,05E 90,mean | 8 5.4 0.27 | 11 7.4 0.37 |
Shear Modulus | G g,mean | 0.50 | 0.69 |
Density | rkr mean | 310 370 | 350 420 |