rwguinn
Penultimate Amazing
That ought to make it simple enough...I think we should ignore self-weight, though it is a valid point.
That ought to make it simple enough...I think we should ignore self-weight, though it is a valid point.
You know to be fair to Heiwa I think you should have set up the problem in SI units: meters, and Newtons and Pascals and all that stuff....
You know to be fair to Heiwa I think you should have set up the problem in SI units: meters, and Newtons and Pascals and all that stuff....
I have a problem that Heiwa can solve that will
a) show us that he knows a little bit about engineering
b) show him that the spandrels don't brace the columns in the wall in the out-of-plane direction
Question: What is the compressive capacity of a 14" (355.6 mm) thick x 208ft ( 63648 mm) x 1000ft (304800 mm)tall wall? Assume that the wall is loaded by a distributed force (i.e. no local failures at the point of loading) and that the top and bottom of the wall are considered pinned (k = 1) for simplicity. The wall is made of a material that has a yield strength of 36ksi (2.482E8 Pa) and a modulus of elasticity of 29,000ksi (1.999E11 Pa).
How about it Heiwa. Will you have a go at it? Show your work, show us that you really can do this stuff and I will defend you whenever accuses you of not being a real engineer.
Hmmmm. Now why do those dimensions seem so familiar?
Gah! I hate txt.shx.
I like the quillets. And you know, reputation is an idle and most false imposition, often got without merit and lost without deserving. When Nist speak fustian, hot and moist means anything.
I wasn't about to post it in our office standard: RomanD. I can't read it even when it's not rasterized.
The world should be Simplex. Or Stylus BT if you are feeling pretty.
Speaking fustian we like it hot and moist. Can you bring it on?
Well, as long as we're discusing units, I insist all velocities and accelerations be measured in forlongs per fortnight and furlongs per fortnight2, respectively.
You really give me for my pains a world of sighs! I take this opportunity to thank for all intelligent JREF comments about my article. They were not many but useful. Really improved it.
You have demonstrated that you are incompetent--spectacularly incompetent--to write such an article.