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#1

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"?????
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#2

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

BIRD33 Wrote:Im guessing BEW's vag loks like a hotdog that exploded in the microwave.
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#3

your right...sorry people.
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#4

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

I'll let you be in my dreams if I can be in yours
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#5

I love engineering problems.

[Image: line.gif]
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#6

Asshat Wrote:I love engineering problems.

Engineers are the problem...

I'll let you be in my dreams if I can be in yours
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#7

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'.
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#8

A^+b^=c^

BIRD33 Wrote:Im guessing BEW's vag loks like a hotdog that exploded in the microwave.
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#9

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.......
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#10

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
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#11

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?

I'll let you be in my dreams if I can be in yours
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#12

This thread suucks.
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#13

a=35.11'
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#14

Banana Wrote:This thread suucks.

care to give us some of your psycho tests?
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#15

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

-ET
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#16

Bill Wrote:care to give us some of your psycho tests?
Well, no. I'm scared. :|
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#17

i am using my mod of ORGASM status to delete this.
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#18

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

ok....can we see your boobs instead?
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#19

nevermind clay....I figured it out..thanx though.
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#20

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