I am trying to size spars for a project and wass considering using a carbon composite. I have done some research on the internet and located various design tensile stresses including Spruce 5000 psi, Carbon- pultruded 100,000 psi and Oak 8000 psi.
Have read some calculations by Professor Mark Drela (MIT) which seem to work for carbon but give huge numbers for dimensions of spruce spars.
Where can I find suitable formulae or empirical data to calculate the size of spar for bending and shear loads? A calculation to develop torsional strength would be useful too.
thamks for any assistance.
Simon Wright