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?