I would go with raidiant floor heat, PEX-A tubing. NOT
PEX-B or PEX-C... 8 inches spacing for the tubes in slab,
design a single "cooker" bay with radiant to melt off the trucks before bringing them inside. Insulate under the entire slab for your climate zone and don't be stingy... 2" thick...
Hi;
FIRST> You DO NOT want to use HDPE. It develops cracks when coiled like this. You want PEX-A, engel method. This is a cross linked polyethylene made with a hydrogen peroxide process yielding more cross linking than PEX-B, or PEX-C.
See http://www.REHAU.com
Second> Use a vertical...
I know there is a facilities guide for the 737.
Second 5% on the front gear might be "on landing"
not taxing around at sub flight speeds......
5% seems kind of light...
Third, while most airliners have under wing engines that
drop straight down on removal, you may run into military
aircraft...
I am a handicapped consultant. I have good days and bad days.
Dumb AutoCAD keeps track of how many hours:minutes:seconds the drawing file has been open for editing. I don't want my clients to know when I'm good, bad off, or giving them a break and I send the dwg files to them as Email...
I think you are limited to 256 characters including drive and path name, file name...... and they want us to pay for this thing every 2 years.... are the updates meaningful?
Look on the SEAGATE hard disk mfg site; they give case temps for all of their drives >> DElta T, A, >> Watts heat...
Second, look at the ANTEC site; some power supplies coming out now are E-80 rated; at least 80% efficient at load values between 20% and 95%.
The Intel Core 2 Duo E6700...
LQQK in "Theory of Wing Sections" by Abbott & Von Doenhoff.
Dover edition is a nice softback : ISBN 0-486-60586-8.
LQQK at page 488 & 489 this is the *classic* NACA 4412 wing shape. See the moment coefficient vs angle of attack ? you have to provide that down force (on a rear tailed aircraft)...
Try These Two URLs........ I'm gone.
http://www.techstreet.com/cgi-bin/detail?product_id=44052
Type Concrete Rebar into the search box at this URL:
http://www.techstreet.com/cgi-bin/results
Try Gooogle:
DIN Metric Rebar
JP Metric Rebar
US Metric Association:
http://lamar.colostate.edu/~hillger/articles.htm
Background Info on Concrete
http://www.jsce.or.jp/committee/concrete/e/newsletter/newsletter02/newsletter02f/7-Mongolia%20(Hsu).pdf
Japanese Society of Civil Engineers...
1) 0.101 MPa equals 15 psi;
2) SO 15/0.101 = X/560 =>> X= 83,168.3168 .....psi
This is a little high for "normal" construction steel,
if the 560 mark is really the MPa marking.
3) There are at least 3 different Metric systems, and I'm nnot talking about mks versus cgs; I'm talking about...
