Animated Global Wind Map
I thought I had posted this many months ago but a search does not show it. So if I did, here again.
http://earth.nullschool.net/#current/wind/isobaric/1000hPa/orthographic=-111.27,11.83,405
More CSR
CSR Painting
Roger and Epoxy
I have been thinking more about my meeting with Roger Hatfield. One take-away that stands out is that despite an increasingly competitive market, he is sticking with epoxy resin. I have seen many builders switch to vinylester or even (I can’t believe this, but it happens) polyester. Roger told me that it makes life on the shop floor so much simpler. As I have said before, “you can be almost brain-dead and get epoxy right.” Recall that to get good strength numbers, the catalyst and initiator ratios must not only be very accurate, but must change with every temperature change. I expect that when Roger tests laminate samples, he gets consistently high numbers, unlike the ester builders, I am guessing. Maybe that is why designers who favor polyester also dislike sample testing.
Sail Drives
36′ Daycharter Cat Price Reduced Again
OK, several people have inquired but nobody bought it yet.
Its now priced down to $80K. Building a new one would probably cost three times this price.
It comes with with USCG stamped plans to carry 24 passengers out to 20 miles. This 36′ x 24′ daycharter cat is for sale. Owner hopes to sell soon. Get it now and have it working by Labor Day.
Built using CM plywood epoxy construction with cored decks.
It has a pair of new Honda 15 hp high thrust with 20 hours each. Electric tilt.
Lefiel mast, boom and bowtube
Teleflex steering
Harken hardware
Staaf sails
Kick-up rudders
Portabote tender
KED lights
Life Sling Lifelines 2 Bruce anchors
It is demountable and does all fit into one container except the mast. Is here in Washington state but can be shipped anywhere. Contact me at 206-284-6346 or at khughes@multihulldesigns.com
Vancouver Trip
Moment of Inertia – Section Modulus of Tubes
I sometimes forget that not everybody knows what I and SM are. They are the basic language of the strength and stiffness of a beam or tube of any kind. Any beam should satisfy deflection, bending strength and shear strength. In a very long span, deflection will govern. Medium length, bending will govern, and with something short, like a chainplate, shear will govern.
When I specify an extrusion like a bow tube, I typically call out the moment of inertia it must have. The “I”. That is a language that any mast builder understands. I see that Richard Woods has called me lazy for doing that. I guess in lieu of declaring an actual section size. I prefer to call out moments instead so people can have some freedom in picking a section. Many might actually do the job.
With a round tube, this information in an Excel spreadsheet might do the trick. When I have more time I will post the spreadsheet. I can only do that from the laptop.
SECTION PROPERTIES OF TUBES | ||||
enter O.D. in inches | 3.50 | or mm. | ||
enter I.D in inches | 3.00 | or mm. | ||
thickness | in inches | 0.25 | ||
SM= | 1.937065 | inches to third power | ||
I= | 3.389588 | inches to fourth power | ||
area | 2.7489 | square inches |
Ok, now for SM paste in =(0.098168*((E3^4)-(E4^4)))/E3
with the sizes in the E column. Substitute these equations into the bold above.
For I, paste in, =0.04908*((E3^4)-(E4^4))
For area, for shear, paste, =(6.2832)*(E3/2)*(E5)
I have used these for so many years that I forget where I got them.