sawinredneck
Treehouser
DAMN! I just got schooled by a six year old, BAD! Little snot, even sick, beat me 4 to 1 in connect four! I think I'm going to bed after that beating!
Those who know how will understand this how seriously small/easy of a step in applied math/physics this is, but this afternoon I taught myself how to apply the formulas to calculate moment of inertia, section modulus, radius of gyration, and a couple other simple things. From that I can calculate the stress in various shaped beams amongst other things. Really quite useful, and so simple it's amazing it's taken this long for me to figure it out. I just skipped those sections last time I read this book.
Damn Greg! Not a good month! I'm sorry!
Dare I ask about the van, or do I need to duck and run?
You're just now figuring that out? I could have explained it to ya.
Just finished helping my wife put her mother in a nursing home. No fun.
I bet most anyone here could do section modulous. For round tube/pipe the formula is .049 X (OD<sup>4</sup>-ID<sup>4</sup>). For round bar the formula is .049 X OD<sup>4</sup>.
I bet most anyone here could do section modulous. For round tube/pipe the formula is .049 X (OD<sup>4</sup>-ID<sup>4</sup>). For round bar the formula is .049 X OD<sup>4</sup>.
I have all that stuff in a book that I really don't use because I'm not designing a bridge over the Mississippi river nor a 1000 foot sky scraper in LA .Don't forget this handy one:
1.273 x K / d / d = tensile strength in ksi.
Where K = break, in pounds
d = diameter of round stock, in inches