Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

vertical curve layout easy Q

Status
Not open for further replies.

Ramz7887

Civil/Environmental
Joined
Nov 28, 2006
Messages
9
Location
US

I am trying to build a ramp to a an elevation of 13' and want to use 2 vertical curves with a 20 % grade that are 20 ft long. How could I find the elevation at each point?
 
13/0.20=65' long tangent (VPI to VPI). But the 20' long curves at each end add 10' from VPI to VPC. So say starting point is beginning of sag curve at ground level, 20' is end of curve, 65' is beginning of crest curve, 85' is VPT at +13'. EL at 20' is 10 * .20=2'; EL at 65' is 55' * 0.20 = 11'.
 
You can also use an Old Surveyor's trick. Just draw the vertical curve on graph paper. Use a horizontal scale of , say, 1"=10'. But, here's the trick, use a very exaggerated vertical scale of say 1"= 1' or even 1" = 0.5'. Then, just scale the elevations you are interested in.

good luck
 
From a little program...

Sta= 0.00 Elev= 0.00
Sta= 2.00 Elev= 0.02
Sta= 4.00 Elev= 0.08
Sta= 6.00 Elev= 0.18
Sta= 8.00 Elev= 0.32
Sta= 10.00 Elev= 0.50
Sta= 12.00 Elev= 0.72
Sta= 14.00 Elev= 0.98
Sta= 16.00 Elev= 1.28
Sta= 18.00 Elev= 1.62
Sta= 20.00 Elev= 2.00
<20% slope betwen 20' & 65'>
Sta= 65.00 Elev= 11.00
Sta= 67.00 Elev= 11.38
Sta= 69.00 Elev= 11.72
Sta= 71.00 Elev= 12.02
Sta= 73.00 Elev= 12.28
Sta= 75.00 Elev= 12.50
Sta= 77.00 Elev= 12.68
Sta= 79.00 Elev= 12.82
Sta= 81.00 Elev= 12.92
Sta= 83.00 Elev= 12.98
Sta= 85.00 Elev= 13.00
 
thanks for you help
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top