| Did as you instructed and found a student who has had the same | teacher. This teacher is smart. The parameters are different. | Either the teacher lied to his students or changes his tests. | | Same parameters for the boxes but the conditions don't sound the | same. No water, no car. | Six tests are as follows. | 1: Squeeze press 50 ton load, 10 minute - Check for damage/shape | change 2: Dropped out a window, 6th floor, time the ascent. Check | for damage/shape change | 3: Ball bearing blast (equivalaint to a sandblasting) 5 minutes one | surface. Check for damage/shape change. | 4: Intense heat with flame, (blow lamp) One face 5 Minute. Check for | damage/shape change | 5: Sledgehammer, narrow 15lb head one hit each face. Check for | damage/shape change | 6: 10ft drop onto 1inch steel plate. Check for damage/shape change | | Then they had to examine what was left and say how the structure of | the chosen materials had changed.
Sounds like fun! I think I'd opt to build from a pair of 12x12x9 slabs. If the instrumentation allowed, I'd begin by routing out a
3"-radius hemisphere from the center of both. Next (6" from the outside bottom) I'd rout out a centered 4-1/2"-radius circle. Finally, I'd rout radial crenelations with sloped sides (imagine gear teeth).
Both top and bottom are routed the same, except that one is started with the grain running side-to-side and one with the grain front-to-back - for cross grain strength.
It isn't easy to visualize, so I'll post a sketch to ABPW. It shouldn't be much more difficult to lay out and cut than a full-blind dovetail joint. :-D
-- Morris Dovey DeSoto Solar DeSoto, Iowa USA
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