elements_of_super_alignment_design.pdf
TRANSCRIPT
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Extra Dimension Solutions
Alignment Design using
Super Alignments
12d Model Course Notes
FIXED
FLOAT
FLOAT
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Version 1.0 August 2006 Page i
Extra Dimension Solutions
12d ModelCivil and Surveying Software
Table of Contents
1111 WHY ALIGNMENT STRINGWHY ALIGNMENT STRINGWHY ALIGNMENT STRINGWHY ALIGNMENT STRINGS?S?S?S? ............................................................................................................................................................................................................................................................................................................................................................................................ 11111.1 ALIGNMENT STRINGS ARE SPECIAL........................................................................................... 1
1.2 TRADITIONAL ALIGNMENT DESIGN ........................................................................................... 11.3 ELEMENT BASED DESIGN (PARAMETRIC DESIGN)........................................................................... 11.4 SUPER ALIGNMENT ........................................................................................................... 1
2222 ELEMENTS USED IN ELEELEMENTS USED IN ELEELEMENTS USED IN ELEELEMENTS USED IN ELEMENT BASED DESIGNMENT BASED DESIGNMENT BASED DESIGNMENT BASED DESIGN ................................................................................................................................................................................................................................................................................................ 22222.1 FIXED ELEMENTS .............................................................................................................. 22.2 FLOATING ELEMENTS ......................................................................................................... 22.3 FREE ELEMENTS............................................................................................................... 2
3333 CREATING A SUPER ALICREATING A SUPER ALICREATING A SUPER ALICREATING A SUPER ALIGNMENTGNMENTGNMENTGNMENT .................................................................................................................................................................................................................................................................................................................................................................... 33333.1 CREATE A NEW ALIGNMENT AND ADD PART 1 - A FIXED PART. .........................................................33.2 PART 2 - FLOAT AN ARC OFF THE STRAIGHT............................................................................... 53.3 EXERCISE 1 EDIT THE ALIGNMENT ........................................................................................ 73.4 PART 3 FLOAT ANOTHER ARC. ............................................................................................8
3.5 CHANGING HOW THE PARTS ARE DEFINED.................................................................................. 93.6 DESIGNTRICKS FOR SUPER ALIGNMENTS ................................................................................ 12
4444 THE DESIGN STYLETHE DESIGN STYLETHE DESIGN STYLETHE DESIGN STYLE (HOW THE ALIGNMENT(HOW THE ALIGNMENT(HOW THE ALIGNMENT(HOW THE ALIGNMENT LOOKS)LOOKS)LOOKS)LOOKS) ............................................................................................................................................................................................................................................ 131313134.2 EDITING THE DESIGN STYLE................................................................................................ 15
5555 SUPER ALIGNMENTS FORSUPER ALIGNMENTS FORSUPER ALIGNMENTS FORSUPER ALIGNMENTS FOR SUBDIVISIONS & ESTASUBDIVISIONS & ESTASUBDIVISIONS & ESTASUBDIVISIONS & ESTATESTESTESTES....................... ............................................................................................................................................................................................................................. 161616165.1 USING THE SAME AS TOOL.............................................................................................. 165.2 EXERCISE MOVING THE FIXED ELEMENT................................................................................. 185.3 DESIGNING ROAD 2 USING THE SAME AS COMMAND................................................................. 195.4 A FLOATING STRAIGHT AT THE START OF ROAD 2....................................................................... 225.5 EXERCISE - FINISHING ROAD 2............................................................................................ 255.6 EXERCISE ROAD CENTRELINE FOR ROAD 1 ............................................................................ 26
6666 VERTICAL DESIGN USINVERTICAL DESIGN USINVERTICAL DESIGN USINVERTICAL DESIGN USING ELEMENTSG ELEMENTSG ELEMENTSG ELEMENTS........................................................................................................................................................................................................................................................................................................................................ 27272727
6.1 VERTICAL DESIGN OF ROAD 1 ............................................................................................276.2 VERTICAL DESIGN EXERCISE FOR ROAD 1................................................................................ 286.3 VERTICAL DESIGN FOR ROAD 2...........................................................................................29
7777 VERTICAL DESIGN USINVERTICAL DESIGN USINVERTICAL DESIGN USINVERTICAL DESIGN USING INTERSECTION POINTG INTERSECTION POINTG INTERSECTION POINTG INTERSECTION POINTSSSS........................................................................................................................................................................................................................................................................ 313131317.1 DESIGN GRADES FOR ROAD 2 ............................................................................................317.2 DESIGN VERTICAL CURVES FOR ROAD 2.................................................................................367.3 EDIT THE VERTICAL DESIGN IN ATABLE ................................................................................... 37
8888 COMPLEX HORIZONTAL DCOMPLEX HORIZONTAL DCOMPLEX HORIZONTAL DCOMPLEX HORIZONTAL DESIGNESIGNESIGNESIGN THE VISIBLETHE VISIBLETHE VISIBLETHE VISIBLE TICKBOX. TICKBOX. TICKBOX. TICKBOX......................................................................................................................................................................................................................... 39393939
12d Model Course NotesThese notes were prepared by
Tony Ingold
These notes may be copied and distributed freely.
These notes may NOT be used as the basis for a course of formal instruction without written permission from Extra Dimension Solutions Pty Ltd
Extra Dimension Solutions is an authorised distributor of 12d Model in NSW the ACT and SA
Disclaimer
12d Model and are supplied without any express or implied warranties whatsoever.
No warranty of fitness for a particular purpose is offered.
No liabilities in respect of engineering details and quantities produced by 12d Model are accepted.
Every effort has been made to ensure that the advice given in these notes and the programs 12d Model are correct, however, no warranty isexpressed or implied by 12D Solutions or by Extra Dimension Solutions.
Copyright Extra Dimension Solutions Pty Limited 2006All rights reserved
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Alignment Design using Super Alignments
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Course Notes Version 1.0 August 2006 Page 1
Extra Dimension Solutions
1 Why Alignment Strings?
1.1 Alignment strings are special
Alignment strings are usually used to design road centrelines.
Alignment strings are different from other types of strings:
The vertical geometry is independent from the horizontal geometry.
The plan position of the string does not alter the vertical design (for example you could
horizontal points and the vertical design would not change).
The horizontal design and the vertical design can be of different lengths.
You can drag the vertical design elements in the section view.
1.2 Traditional Alignment Design
When road centreline design was done by hand, the designer would use a long straight edge and a
pencil to draw the straight parts of the road onto a plot of the survey. The straights would run
between Horizontal Intersection Points or H.I.P.s
Curves would be drawn between the straights using Railway Curves. The points where the curve
touched the straight was called the tangent point (T.P.). At this point the curve and the straight are
tangential to each other, (they have the same bearing).
This traditional method of design using I.P.s has been available in 12d Model for many years.
1.3 Element Based Design (Parametric Design)
The drawback to using the I.P. method for alignment design is that the only way you can define a
curve (maybe a kerb return) is by using three I.P. points to create two straights, then to create a
curve between the straights. This works fine until the position of the curve needs to be edited. It is
easier to delete the curve and start again.
Element Based Design allows you to define the curve by (say) three points. Or by a centre, radius,
and the start and end points. There are no I.P.s
1.4 Super Alignment
12d Models Super Alignment allows you to use both Element Based design and I.P. based designin the same alignment string. You can design the horizontal geometry using I.P.s then use elements
to design the vertical geometry.
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2 Elements used in Element Based Design
2.1 Fixed ElementsFixed Elements are parts of the alignment that are locked in. A straight between two points and a
curve through three points are both Fixed Element. There is no debate about where they lie once
the points are chosen.
A Fixed Straight could also be defined by choosing a point and specifying a bearing. While the
length of the straight is unknown, there is no debate about where it lies.
TYPICAL FIXED ELEMENTSStraightsStraightsStraightsStraights CurvesCurvesCurvesCurves
- Two points - Three points
- Point and bearing - Centre, radius, start & end points.
2.2 Floating Elements
Floating elements are parts that need to join on to ONE fixed part of the alignment.
TYPICAL FLOATING ELEMENTSStraights:Straights:Straights:Straights: Curves:Curves:Curves:Curves:
- You choose oneoneoneone
pointpointpointpoint. The straight
must pass through
the point
12d Calculates12d Calculates12d Calculates12d Calculates
ONE tangentONE tangentONE tangentONE tangent
pointpointpointpoint. The
straight passes
through the T.P.
- You choose twoYou choose twoYou choose twoYou choose two
pointspointspointspoints. The curve
must pass through
the two points.
12d Calculates12d Calculates12d Calculates12d Calculates
ONE tangentONE tangentONE tangentONE tangent
pointpointpointpoint. The curve
passes through
the T.P.
- You choose a
bearingbearingbearingbearing.
12d Calculates12d Calculates12d Calculates12d Calculates
ONE tangentONE tangentONE tangentONE tangent
pointpointpointpoint. The
straight passesthrough the T.P.
and has the
bearing you
chose.
- You choose oneYou choose oneYou choose oneYou choose one
point and a radiuspoint and a radiuspoint and a radiuspoint and a radius.
The curve must pass
through the pointand have the radius
you choose.
12d Calculates12d Calculates12d Calculates12d Calculates
ONE tangentONE tangentONE tangentONE tangent
pointpointpointpoint. The curve
passes throughthe T.P. and
uses the point
and radius that
you chose.
In all cases you do not provide enough information to accurately position the
straight or curve. 12d Model12d Model12d Model12d Model must calculate ONE tangent pointONE tangent pointONE tangent pointONE tangent point, before the
curve or straight can be created.
2.3 Free Elements
Free elements are parts that need to join on to TWOfixed parts of the alignment.
Free Elements
Straights: Curves:
- No points 12d Calculates12d Calculates12d Calculates12d Calculates
TWO tangentTWO tangentTWO tangentTWO tangent
pointpointpointpoints.
- One point 12d Calculates12d Calculates12d Calculates12d Calculates
TWO tangentTWO tangentTWO tangentTWO tangent
pointpointpointpoints.
- Centre, radius,
start & end points.
In all cases 12d Model12d Model12d Model12d Model must calculate TWO tanTWO tanTWO tanTWO tangent pointgent pointgent pointgent point, before the curve or
straight can be created.
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3 Creating a Super Alignment
3.1 Create a new Alignment and add Part 1 - a Fixed Part.
Fill out the panel, and press Createto open the Alignment Editor.
Press the Properties button(the fourth button)
Press the Type button and
choose Lines=>Fixed
Highlight
then press Insert.
Use Strings=>Create=>Alignment=>Super Alignment.
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Enter the coordinates of theStart & End of the line as
shown, then press Set.
The Part of the alignment iscreated, and is displayed..
The grid can be displayed on the
view using toggle button.
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3.2 Part 2 - Float an Arc off the Straight
Highlight
then press Insert.
Enter the coordinates of thetwo points on the arc asshown, then press Set.
When you press Set 12d Model calculates
the tangent point of the curve that joins
Part 1 and passes through the two points.
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The arc goes through the two points that
you chose and through a third point that12d Model has calculated to make the arc
tangential to the straight.
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3.3 Exercise 1 Edit the Alignment
1. Use the move button to move the points which define the alignment.
2. Move the mid point on the arc so that it is above the line as shown.
3. Use the Undo button the undo your changes.
Control points on the Alignment canbe edited using the Move button.
The alignment cannot be Solvedwith the two curve points arranged
like this, and the X indicates thatthe Alignment needs your attention!
Undo your Move commands with the
Undo button.
While you are editing the Alignment,
the Alignment Editor contains all of
the editing tools that you need.
If youre not sure what this means, then trysketching a curve which is tangential to the
straight, and which goes through the two points.
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3.4 Part 3 Float another arc.
Highlight
then press Insert.
Enter the coordinates of theend of the arc and theradius, then press Set.
Choose element typeArc: Floating radius
If you highlight Part 2, the new Part will be
inserted after Part 2. The new Part always goesbelow the Part that you have highlighted.
FIXED FLOAT
FLOAT
Note that Part 2 does not go through its
second point now. The point is still required
to define Part 2, and the shape of the
alignment will change if you move this point.
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3.5 Changing How the Parts are Defined
We want to change the radius of Part 2.
BUT THIS PART WAS NOT DEFINED BY RADIUS!
We will change Part 3 to a FIXED element, THEN
change Part 2 to an FREE Element.
Choose Part 3 of theAlignment, and change it to
a Fixed element.
Press the Same as button fromthe bottom of the panel, and pick
Part 3 off the screen.
Part 3 was defined in 3.4 above as an arc
with a given that passes through a point.
Will change the definition so that it is a
FIXED arc with a known centre and radius,
and fixed start & end points.
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Part 3 is now defined bycentre, radius, and the
start & end of the arc.
The Alignment looks good, but looks can be deceiving. All of the elements are
tangential, but this is simply good luck. If any of the points that define the alignment
change, then 12d Model cannot adjust the other parts to keep that tangency.
The alignment is too constrained, it does not have enough freedom.
You will see this if you use move the centre of the Part 3 arc.
You correct this we must make another Part more free.
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Define Part 2 as a FREE element,with a given radius.
Use the same steps to change Part 2so that it is defined as FREE RADIUS.
The key here is to use the Sameas button.
We can change Part 2 so that it is defined as
a Free element, and make it the Same as
itself when it is defined as a Floating element.
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3.6 Design Tricks for Super Alignments
You have used the two most common methods of design in Element Design.
You will find yourself using combination of fixed, floating and free elements in two main combinations:
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FIXED
FIXED FIXED
FLOATING FLOATING FLOATING
FREEFREEFREEFREE FREEFREEFREEFREE FIXED