Home Forums Hunting & Shooting Hunting Rifles Who is ruining Remington?

Now Scorpion wants me to help him on his school work.

Answer: I wrote most of my own hydraulics, soil run off, and FMEA software, long before there were PCs capable of running such.

I charge over $200 an hour, insect.
Fluid Dynamics in Open and Closed Systems was an undergraduate course for me.
Good luck, scorp!
Hint: use Bernoulli's Equation

In other words, he hasn't a clue, and Google-Fu won't bail him out.

I can tell you I wouldn't be wetting myself, I was just impressed with it's size. What kind of Cat is that anyway. I caught cat's , but no where near that size. Was that a Wateree catfish?

You aren't even capable of answering a direct, to the point question, are you, Lee?
You are pathetic.

Channel cat, caught on a night crawler at the bank, 14-lb line on an Abu 5500.

Wateree, by the picture caption, and it looks to be a blue, maybe a channel cat. Probably about 35-40 pounds.

Help with my homework? Please.

The fact that you miserably failed the first part of that post, is no surprise. The fact you dodged the two simple questions at the end, show you have not a CLUE when it comes to reinforced concrete design.

I'm sure you've done work for the Army Corps, what software is it that they use for the majority of their river analysis software? That right there, should give you a big enough hint. And no, Bernoulli's equation wasn't what I was looking for either.

I'll give you a little help with those two little "gimme" questions in my previous post.

1) Give me a value for phi between 0.825 and 0.935

2) Give me a value for beta between 0.73 and 0.87

In Lee's world that is 100 pounder or it ain't an ounce!

Seeing as how the world record is under 60 pounds...

I have a hunch ol Lee would find some way to claim otherwise!

I have never encountered a guy on the net that was as full of schit as Lee24.
The guy has no shame or backbone whatsoever.

He engineered the record books!

Ingwe

Tell me about some of your reinfroced conc. design. I'd love to hear about it Lee. I don't mean the Wiki bullshitt you've been writing about.

Tell me about some the admixtures you've use. I want to hear the type and brand of steel, where you got it from. Since there are only about 2 places in the US that we use, you should be able to come up with it pretty quick.

Do you use superplasti's, retarders, fiber,? What temps and cure times are you finding give you the best strenghs on your breaks?

Since I do this for a living, I'm always will to listen to someone with a lot more experience, such as yourself, to improve my desing and construction. and Please Lee, don't tell me about [bleep] you've read about. I can do that too. tell me about the things you've seen that worked in the field.

oh yeah...if you can find it, throw up a pic of the highrise on the ocean....I'm still waiting to see it. I'm sure it is a beautiful place.

Good looking stuff George. I like what you've done with the voids, so we can improve on a more consistant compaction at lower temps. It really creates a smoother surcface, even with the bigger aggreate.

Continuing to prove you're retarded.

You invented FEMA. You sir...are a [bleep].

That and a pic of that SC made 375 H&H.

I also wouldn't mind hearing about Lees 'expertise' in polymer production-things like polymerization of long-chain polyols and co-block polyols from ethylene oxide and/or propylene oxide.

Have I ever told any of you about the reinforced concrete, deer hunting bunker I designed and paid my friends at NASA to build on the dark side of the moon? They owed me one, I'd like to tell you why, but do to certain security issues....

Corelokt,
Lee can outdo that, I am sure!
(rolls eyes)


BTW, your avatar is sweet!!

Scorp, it's interesting that you are taking a course, but have you every actually designed and built a concrete structure?

The ones that impress me are the one-of-a-kinds, like stadium second decks, large bridge supports, and curved roofs. Those require not just engineering book knowledge, but enough experience to have a feel for what will work and will not work.

What would impress me is if you answered a question you were asked instead of asking questions

Someone with your experience, should be have all the answers....yet we haven't heard one answer to a question asked of you.



We know you sure as hell haven't.

Continuing to prove you're socially retarded.