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Clay! - Printable Version

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Clay! - Bill - 01-19-2005

need some work help dood....since your the site guy...

I cann't remember how to put this crap in...

property line = N 72D 04' 00" E 150.00'

now if I remember right it's = @ 150.00'<n72d04'00"E ??????

one more got a curb with A=35.11' what the hell is "A" what ever happened to "R" or "T"?????


Clay! - TomFoolery - 01-19-2005

Admin, please fix wyldbill's PM button. Thanks.


Clay! - Bill - 01-19-2005

your right...sorry people.


Clay! - cLaY - 01-19-2005

Bill Wrote:need some work help dood....since your the site guy...

I cann't remember how to put this crap in...

property line = N 72D 04' 00" E 150.00'

now if I remember right it's = @ 150.00'<n72d04'00"E ??????

one more got a curb with A=35.11' what the hell is "A" what ever happened to "R" or "T"?????

Using Land Development pull up your Line/Curve Toolbar...use the Line by Direction Tool. It will ask for which quadrant..you'll be in quad 1 since its 72D. You'll get it from there.

A=35.11'....my guess is Arc Length.

Hope this helps


Clay! - asshat - 01-19-2005

I love engineering problems.


Clay! - cLaY - 01-19-2005

Asshat Wrote:I love engineering problems.

Engineers are the problem...


Clay! - CT280 - 01-19-2005

cLaY Wrote:Using Land Development pull up your Line/Curve Toolbar...use the Line by Direction Tool. It will ask for which quadrant..you'll be in quad 1 since its 72D. You'll get it from there.

A=35.11'....my guess is Arc Length.

Hope this helps

:| ...the stoner is pretty smart. just sayin'.


Clay! - TomFoolery - 01-19-2005

A^+b^=c^


Clay! - Bill - 01-19-2005

cLaY Wrote:Using Land Development pull up your Line/Curve Toolbar...use the Line by Direction Tool. It will ask for which quadrant..you'll be in quad 1 since its 72D. You'll get it from there.

A=35.11'....my guess is Arc Length.

Hope this helps

well my first problem would be I don't have the land development package.......


Clay! - Bill - 01-19-2005

Asshat Wrote:I love engineering problems.

ok then....I'll give you one..

a w8x18 steel beam supports two 15'-0" overall spans of 2x10 floor joists how often must I provide a column for the steel beam?

variables=
40 lb/sf live load
15 lb/sf ddead load
allowable deflection in this case is l/360


Clay! - cLaY - 01-19-2005

Bill Wrote:well my first problem would be I don't have the land development package.......

sucks to be you...hold on a minute.

was it arc length?


Clay! - Banana - 01-19-2005

This thread suucks.


Clay! - Bill - 01-19-2005

a=35.11'


Clay! - Bill - 01-19-2005

Banana Wrote:This thread suucks.

care to give us some of your psycho tests?


Clay! - Eltaco - 01-19-2005

This thread already sucks on its own merrits. Nothing I can do will make it worst. I'm using my back button.

-ET


Clay! - Banana - 01-19-2005

Bill Wrote:care to give us some of your psycho tests?
Well, no. I'm scared. :|


Clay! - CT280 - 01-19-2005

i am using my mod of ORGASM status to delete this.


Clay! - Bill - 01-19-2005

Banana Wrote:Well, no. I'm scared. :|

ok....can we see your boobs instead?


Clay! - Bill - 01-19-2005

nevermind clay....I figured it out..thanx though.


Clay! - Banana - 01-19-2005

Bill Wrote:ok....can we see your boobs instead?
What makes you interested in my boobs?