rxcomposite
Senior Member
- Joined
- Jan 16, 2005
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- Location
- Philippines
You mentioned in one of your post that the mast made is 250 x 750 mm. This appears to be like a symmetrical airfoil shape. In all the pics shown, it seems more like a "goldfish" shape profile. In the variance of the pics shown ranging from Kurt to Eric. note that the construction is a solution to the cross section.
Round or rectangular section do not need a web because the moment of inertia is high, As you flatten it, you need a web to tie up the upper and lower skin plus a web for the leading and trailing edge to take care of the shear flow. If the main web/ribs is too tall and exceeds the shear requirements, lightening holes are cut out.
Now, what is the profile dimension/shape you want or going to build is to be evaluated? What deflection are you expecting based on the RM with a 20 meter mast? If you don't have any expectations, we will be running around chasing numbers.
The specs based on the drawing (hard to read) is 18,828 ft.lbs RM with a displacement of 11,600 lbs, and the mast is fixed (or rotating) at the deck. Correct?
Round or rectangular section do not need a web because the moment of inertia is high, As you flatten it, you need a web to tie up the upper and lower skin plus a web for the leading and trailing edge to take care of the shear flow. If the main web/ribs is too tall and exceeds the shear requirements, lightening holes are cut out.
Now, what is the profile dimension/shape you want or going to build is to be evaluated? What deflection are you expecting based on the RM with a 20 meter mast? If you don't have any expectations, we will be running around chasing numbers.
The specs based on the drawing (hard to read) is 18,828 ft.lbs RM with a displacement of 11,600 lbs, and the mast is fixed (or rotating) at the deck. Correct?