Co-ordinate Calculations for the

 

Pocket PC

 

From

 

 

 

 

Contact us

 

www.geoaps.com

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Overview

Installation to the Pocket PC

Starting The Programme

Main Screen

Transform Co-ordinates

Set Out / Stake Out

Calculate Co-Ordinates

Road Calculations

File Format

Licence Agreement
Overview

 

Pocket S-Calc is a series of programs designed for the land surveyor, civil engineer or anyone else who has the need for creating and processing co-ordinate data.

 

Using S-Calc on your Pocket PC you will be able to transform and rotate     co-ordinate systems from one base to another, instantly perform setting out  (inverse) calculations on data produced or pre-loaded into the Pocket PC.    S-Calc will also calculate co-ordinates along road straights and curves, again storing the data generated to the Pocket PC for plotting or calculations. There is also a function for calculating co-ordinates from drawings, all data generated can be stored for future reference, the file handling capabilities built in to S-Calc will help to avoid repetition in site calculations which are the cause of many errors.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Installation to Pocket PC

 

Once you have downloaded the Pocket S-Calc.zip file extract the contents to a separate folder, ensure that your pocket pc is connected to the desktop. Run setup and the installation process will begin. Setup should interrogate your Pocket PC and install the correct files for your processor, if this does not happen do the following procedure.

 

On the Pocket PC from the start menu select Settings, System, About. You will see information about the processor, for instance on the Ipaq it is ARM SA1110.

 

Unzip the contents of the zip file which corresponds to your processor type into the same directory as setup and run setup, the installation should now proceed.

 

Any problems email us


Starting The Programme

 

Once you have installed the programme you can start it by going Start-Programs-S-Calc, if you want to add a shortcut to your start menu go Start-Settings-Personal-Menus and check the box beside Pocket S-Calc.

 

Select the S-Calc program from either the start menu or programs and you will see the following screen. You can either enter a serial number if you have purchased the product  or choose to continue with the trial version. Once you have purchased S-Calc this screen will no longer appear. We have tried to make the trial version as functional as possible without continuous nag screens etc. The only limitations are that you can load 25 data points for processing and the file save function is disabled.

 

 

 

 

 

 


Main Screen

 

The main screen of S-Calc presents you with a number of options.

 

Unless you are going to either calculate co-ordinates or perform road calculations you need to open a file for processing, select Open File….

 

The file highlighted here is “before” (included with the trial version) ,  select it and you are taken back to the main screen .

The data from the file “before” is shown on the main screen. You can now perform calculations on this data.

 


Transform Co-ordinates

 

To transform these co-ordinates to another base, in this case to make a site grid square to north for ease of set out operations select Transform Co-Ordinates. You will be taken to the screen shown below.

To transform the co-ordinate system first select the base points you wish to use. This can be done by using the forwards and backwards buttons to scroll through the points in the file or by entering a point number in the cell beside either Base Point A or Base Point B and pressing the Select button, the co-ordinates of the points will be displayed in blue text beneath the point number. Here we have selected points 3 and four as the bases.

 

Next enter the new co-ordinates for these two points in the New CoOrdinate input area. Base point A has been given new values of E=1000 , N=2000, Base point B has been given new values E=1000, N=2037.061.

 

Press Accept to continue and a check dialogue will be shown as below.

The whole circle bearing and distance between the original and proposed values will be displayed. If the distances are the same as in the 37.061 shown here the tranformation will work. You can either accept this or press change to go back and revise the input values. Press Accept to continue, the following screen will be shown and you are prompted to save the re-calculated data to file.

The filename entered here is “After” which will be saved as a .csv (see file types) to the Business directory on the Pocket PC. Press OK to continue.

You are taken back to the main screen where the original data is still displayed. To view the new data select File Open as before and open the file you just saved.

The transformed co-ordinates are displayed on the screen.  You can now calculate setting out (stake out) values for this data by pressing the Set Out button.


Set Out / Stake Out

To calculate setting out (stake out) data, once you have selected the Set Out option from the main screen you will be presented with the following display.

To select the occupied point either scroll through the points in the file by using the arrow keys on either side of the select button, enter a point number into the cell beside the Occ Point No prompt or enter values into the cells beside the East and North prompts. Press select to confirm your choice, if you have entered a point number the co-ordinates of that point will be shown. The First and Last buttons will take you to the first or last points in the file.

 

Press the Calculate button and the whole circle bearing and distance to each point will be displayed as shown below.

Here we have selected point no 3, our original base point as the occupied point. The bearings and distances to all the other points are shown, scroll down to see more. To use a different point as base simply select it and press calculate and the new bearings and distances will be shown.

 

To finis and return to the main screen press Quit.

 


Calculate Co-Ordinates

 

To calculate co-ordinates select that button from the main screen, you will be taken to the display shown below.

Use the Browse button to select a file for the calculated output data.

Here we have chosen to call the output file Newcoord. Press OK to continue.

Enter the Co-ordinates of the point where your calculation will commence in the green area of the screen. Pressing Reset will clear all the values in this area. Here we have entered our start point as Point No 1, East 1000, North 1000, Level 0.00 and Remark (used for descriptive references to save to file) as Start.

 

In the turquoise area you enter the distance and bearing to your next required point, pressing Calculate will perform the calculation and show the co-ordinates produced in the white box below the input area. If you choose to save the calculated point to file press Save, the point will be written to file and the Points Saved cell will increase by one to show you how many points you have saved thus far. The New Point Ref cell will also increase by one, you can change this value if you do not wish to use the point number provided.

 

Pressing the KbdToggle button will turn the keyboard on and off for data entry  as shown below.

When you have finished calculating co-ordinates press quit to return to the main screen where you can perform setting out (stake out) calculations on the saved data.

 


Road Calculations

 

To calculate straight and curved elements for road design or stake out select the Road Calcs button from the main screen. You will be presented with the display shown below.

Input the road geometry in the cells adjacent the relevant input prompts, in this case the screen shows the requested input for a radial curve. Note that bearings must be in the format of DDD.mmss. Press Calculate and the calculated values will be shown below the input area. Start Chainage is the point of beginning of the element in metres or feet, the end chainage is the end of the required element in metres or feet, the increment is the required distance between the start an end chainages, also known as stationing.

Note that point numbers have been added for reference. The display of the output data is separated by commas due to space restrictions on the Pocket PC screen. You can scroll through the output using the slider bar on the right.

To save the data to file press the Save To File button and follow the instructions outlined previously to save the data. You can then return to the main screen to perform setting out calculations on the road data by pressing quit. If you want to calculate a straight element press Do Straight. The following screen will be displayed.

Enter the data in a similar fashion as for the curved element, the calculated co-ordinates are displayed as before.

Press Quit to return to the main screen.

 


File Format

 

The default extension for  files used for saving data in Pocket S-Calc are .csv, the standard extension for Microsoft Excel comma delimited files. You can change this if you wish. The files can be edited in any text editor or spreadsheet programme.

 

To transfer co-ordinate files to the Pocket PC for use by S-Calc save them as comma delimited files (.csv) and simply copy them to the directory of your choice on the Pocket PC.

 


Licence Agreement

 

PLEASE READ THIS CAREFULLY BEFORE YOU USE THIS SOFTWARE

***************************************************************************

S-Calc FOR POCKET PC

 

THIS IS A LEGALLY BINDING AGREEMENT BETWEEN YOU AND GEOAPS BY INSTALLING, COPYING OR OTHERWISE USING ANY OF OUR SOFTWARE PRODUCTS INCLUDING UPGRADES, SOURCE CODE AND RELATED DOCUMENTATION FOR ANY PURPOSE, YOU ARE AGREEING TO BE BOUND BY THIS LICENCE INCLUDING WITHOUT LIMITATION THE EXCLUSIONS AND LIMITATIONS OF OUR LIABILITY CONTAINED THEREIN. IF YOU DO NOT AGREE WITH THE TERMS AND CONDITIONS OF THIS LICENCE YOU MAY NOT INSTALL COPY OR OTHERWISE USE ANY OF OUR SOFTWARE.

 

(1)GRANT OF LICENCE

Our Software is protected by copyright laws and international copyright treaties, as well as other intellectual property laws and treaties. Our Software is licenced, not sold.  You are not permitted to install or use Our Software except in accordance with this licence. In consideration of your agreement to the terms of this Licence geoaps grants you a non-exclusive right ('Licence') to install and use Our Software as permitted by this Licence.

YOU ARE PERMITTED:

1.1 to install, store and use only one copy of Our Software on one computer at any one time and not via any network or by means of remote or other access except as otherwise agreed between us in writing in advance;

1.2 to use any of Our Software that performs anti-piracy or other protection functions in the manner specified in the documentation accompanying Our Software - to protect other software which you are using yourself or are licensing to third parties;

1.3 to use Our Software in the manner specified in the accompanying documentation to enable third parties to evaluate and demonstrate other software which you are licensing to third parties within a given time period;

1.4 to make a back-up copy of Our Software in support of your permitted use of Our Software provided you label the back-up copy with the geoaps copyright notice-any other copies of the whole or any part of Our Software are unlawful; and

1.5 to use Our Software for your personal use or in your business or profession - permitting unauthorised access to, copying or use of Our Software is a breach of this Licence.

YOU MAY NOT PERMIT OR ALLOW OTHERS TO:

1.6 install, use or copy Our Software except as permitted by this Licence;

1.7 transfer or assign or sub-licence Our Software or this Licence on a permanent or temporary basis to any other party;

1.8 sell, distribute, rent, loan, lease, sub-licence or otherwise deal in Our Software;

1.9 alter, adapt, merge, modify or translate Our Software in any way for any purpose, including, without limitation, for error correction;

1.10 reverse-engineer, disassemble or decompile Our Software except that you may decompile Our Software only to the extent permissible by law where this is indispensable to obtain the information necessary to achieve the interoperability of an independently created program with Our Software or with another program and provided always such information is not readily available from geoaps or elsewhere;

1.11 remove, change or obscure any product identification or notices of proprietary rights and restrictions on or in Our Software; or

1.12 copy or distribute the documentation accompanying Our Software except as reasonably required for internal use.

 

(2)TERM & TERMINATION

2.1 This Licence will continue until terminated. You may terminate it at any time by destroying or returning to geoaps Our Software together with all copies in any form.

2.2 This Licence to use Our Software will terminate immediately if you fail to comply with any of its terms. This Licence will also terminate immediately if you become bankrupt, go into liquidation, suffer or make any winding up petition, make an arrangement with your creditors, have an administrator, administrative receiver or receiver appointed or suffer or file any similar action in consequence of debt.

2.3 Upon termination of this Licence for any reason you will destroy Our Software together with all copies in any form, including copies on your hard and back-up disks.

YOU ACKNOWLEDGE THAT YOU HAVE READ AND UNDERSTOOD THIS LICENCE AND AGREE TO BE BOUND BY ITS TERMS AND CONDITIONS

 

(C) COPYRIGHT GEOAPS ALL RIGHTS RESERVED

WEBSITE: WWW.GEOAPS.COM

Email: INFO@GEOAPS.COM

 

PRODUCT SUPPORT :

 WEBSITE: WWW.GEOAPS.COM

EMAIL: INFO@GEOAPS.COM

 

License Generated by Activelinx-Designs

http://www.activelinx.co.uk