tag:blogger.com,1999:blog-84728223283631517662024-03-24T03:06:50.957-07:00CADMAX FREEWARESSTRUCTURAL DESIGNS AND WATER RESOURCES APPLICATIONSMKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.comBlogger12125tag:blogger.com,1999:blog-8472822328363151766.post-61210110120074167072020-10-19T23:54:00.002-07:002020-10-19T23:54:45.275-07:00<p> </p><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2013/06/cadmax-software.html" target="_blank">1.Structural Analysis, Design and detailing for Reinforced Concrete Framed Structures within AutoCad Environment.. </a></h3><h3 class="post-title"></h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2020/05/design-aids-for-rcc-beams-and-columns.html" target="_blank">2.Android App to Design Aids for RCC Beams and Columns</a> </h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2013/09/slope-stability-analysis-of-earth-dam.html" target="_blank">3.SLOPE STABILITY ANALYSIS OF EARTH DAM BY SLIP CIRCLE METHOD</a></h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2013/11/secarea-software-in-autocad-environment.html" target="_blank">4.SECAREA SOFTWARE for Calculating Cutting and Filling Area and Volume in formation of Canala and Embankments IN AUTOCAD ENVIRONMENT</a></h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2013/09/excel-to-google-earth-kml.html" target="_blank">5.EXCEL TO GOOGLE EARTH KML</a></h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2013/08/water-resources-simulation-model.html" target="_blank">6.WATER RESOURCES SIMULATION MODEL</a></h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2013/08/web-database-made-simple.html" target="_blank">7.WEB DATABASE MADE SIMPLE</a></h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2014/04/svg-scalable-vector-graphics-in-web-page.html" target="_blank">8.SVG- FOR WEB BASED GIS APPLICATION </a></h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2014/03/webxl-webbased-spreadsheet.html" target="_blank">9.Web-Based JavaScript Spreadsheet Software</a></h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2016/02/webautocad-web-based-autocad.html" target="_blank">10.webautocad- WEB BASED OPEN SOURCE AUTOCAD </a></h3><h3 class="post-title"><a href="http://mksugumaran.blogspot.com/2013/10/popup-menu-made-easy.html" target="_blank">11.POPUP MENU MADE EASY</a></h3>by<br>M K Sugumaran B.E(Hons),M.E.<br>Chief Engineer(Retired), Public Works Department <br>Chennai, Tamilnadu, India<br>mail: mksugumaran@gmail.com<br>Mobile:+919382182894<br>MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com1tag:blogger.com,1999:blog-8472822328363151766.post-50906181322011702612020-05-16T01:49:00.001-07:002020-05-16T01:50:58.526-07:00Design Aids for RCC Beams and Columns<div dir="ltr" style="text-align: left;" trbidi="on">
<b>This is an Android app for Design of Beams and Columns.</b><br />
This App will be very useful for Design of Rectangular Beams, Rectangular Columns, Circular Columns,<br />
<b>The link for this app is </b><br />
<b><span style="color: blue;"><a href="https://play.google.com/store/apps/details?id=com.sugumaran.designaidsrcc" target="_blank">https://play.google.com/store/apps/details?id=com.sugumaran.designaidsrcc </a></span></b><br />
<br />
If you click on the link in your Android phone,, it will ask for installation. You can install and then open. You will see 3 buttons in the first screen showing <b>Rectangular Beam, Rectangular Column, Circular Column</b>. If you click on any of the buttons it will take you input screen of Design page. There will be some default values and you just click on Calculate button. You will see the calculations of design procedure below the Calculate button. If you get the results, it means it works fine.<br />
<b>For Design of Beams: </b><br />
Click on <b>Rectangular Beam</b> in the first screen. It will take you to the input screen of Design of Rectangular Beam input page. There will be some default values and you just click on Calculate Button. You will see the design calculations and results below the Calculate button. If you get the results, it means it works fine.<br />
<b> </b><br />
Then yoi can change Values of Fck- Concrete Strength values M15 to M60, Fy- Steel Strength Values 250 to 550. Then you can edit breadth, depth, effective cover, Moment values and then click on Calculate button. You will get the results below. If the depth of the beam is not sufficient, you will get notification that the depth of beam is not sufficient. Then you increase the value of depth of beam or change both values of width and depth as per your requirement. Then click on calculate button you will get the results.<br />
<br />
<b>For Design of Rectangular Columns:</b><br />
Click on <b>Rectangular Column</b><b> </b>in the first screen. It will take you to the input screen of Design of Rectangular Column input page. There will be some default values and you just click on Calculate button. You will see the design calculations up to Area of Steel below the Calculate button. If you see the results, it means it works fine.<br />
<br /><b></b>
Then you change Values of Fck- Concrete Strength values M15 to M60, Fy- Steel Strength Values 250 to 550. Then you edit Width in mm, Depth in mm, Effective Cover in mm, Load in KN, Moment Mx in KNM(Moment along X-direction means along Width dimension of column), Moment-My in KNM(Moment along Y-direction means along Depth dimension of column) and then click on Calculate button. You will get the results below the Calculate button. If the size is not sufficient, you will be prompted with <b>'sz not enough' </b>notification on right side of Calculate button. If you get <b>sz not enough </b>message, increase the Width / Depth values as per your requirement. Then click on Calculate button you will get the results.<br />
<br /><b></b><b></b>
<b>For Circular Columns:</b><br />
Click on <b>Circular Column</b><b> </b>in
the first screen. It will take you to the input screen of Design of
Circular Column input page. There will be some default values and you
just click on Calculate button. You will see the design calculations up
to Area of Steel below the Calculate button. If you see the results, it
means it works fine.<br />
<br /><b></b>
Then
you change Values of Fck- Concrete Strength values M15 to M60, Fy-
Steel Strength Values 250 to 550. Then you edit Diameter in mm, Effective Cover in mm, Load in KN, Moment Mx in KNM(Moment along
X-direction means along Width dimension of column), Moment-My in
KNM(Moment along Y-direction means along Depth dimension of column) and
then click on Calculate button. You will get the results below the
Calculate button. If the size is not sufficient, you will be prompted
with <b>'sz not enough' </b>notification on right side of Calculate button. If you get <b>sz not enough </b>message, increase the Diameter values as per your requirement. Then click on Calculate button you will get the results.<br />
<br /><b> </b><br /><b></b><b></b><br />
<b>General Notes:</b><br />
Design Aids to IS-456-1978 is published by BIS as
special publication SP-16 in 1983.Most of Civil Engineers use the tables
and charts in that publication for design of beams and columns. Since
it was published in 1983, the limitation of materials concrete is M15 to M25
and Steel Fe250 to Fe500. Now the concrete technology developed a lot and Euro
code starts with Concrete M30 to M60 and Steel Fe500 to Fe550. This app
includes both Euro standard and Indian standard with Concrete M15 to M60
and Steel Fe250 to Fe550. The usage is very simple just replace the
existing values in the app with your real design values and click on
Calculate button to get results of your design. If the section is not
sufficient you will be prompted that size is not enough.</div>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com1tag:blogger.com,1999:blog-8472822328363151766.post-28665216680380349262016-02-28T02:10:00.001-08:002016-03-17T10:10:05.595-07:00webautocad- WEB BASED OPEN SOURCE AUTOCAD <div dir="ltr" style="text-align: left;" trbidi="on">
This is a software similar to autocad. It is a fully open
source both source code and output.This softawre is developed in HTML and
Javascript only.It works in almost all browsers.So It is platform independent.
Since it is an initial step to develop autocad working in web based browsers,
only few features of autocad are included. You can see the source code of this
sofware by view source in browsers and save it as html file to work as stand
alone in your computers. No external files are included/linked in the source
code. Simple comments of functions are also included for developers to
understand the source code. The drawing file is also saved as text(ASCII) file
which can be opened in any text editor like notepad.I wish all enjoy web based
autocad.<br />
<br />
The link for the software is <span style="color: purple;"><span style="color: blue;"><a href="http://www.nirt.in/webcad/webcad.htm">http://www.nirt.in/webcad/webcad.htm</a></span></span><br />
<span style="color: purple;"><br /></span>
The link for user manual is <span style="color: purple;"><span style="color: blue;"><a href="http://www.nirt.in/webcad/WEBAUTOCAD%20USER%20MANUAL.PDF">http://www.nirt.in/webcad/WEBAUTOCAD USER MANUAL.PDF</a></span></span><br />
<br />
The link for Android version is <span style="color: purple;"><span style="color: blue;"><a href="https://play.google.com/store/apps/details?id=com.sugumaran.webautocad">https://play.google.com/store/apps/details?id=com.sugumaran.webautocad</a></span></span> </div>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com1tag:blogger.com,1999:blog-8472822328363151766.post-10822663342818329432014-04-21T22:19:00.003-07:002014-12-10T23:40:38.198-08:00SVG- FOR WEB BASED GIS APPLICATION<div dir="ltr" style="text-align: left;" trbidi="on">
<span style="font-size: large;">SVG-Scalable Vector Graphics in web GIS </span><br />
<br />
<span style="font-size: large;">I used SVG and XML and <a href="http://mksugumaran.blogspot.in/2013/08/web-database-made-simple.html" target="_blank">web database made simple</a> and developed a web page for showing Tamilnadu Rainfall data in GIS. </span><br />
<span style="font-size: large;">The link for the web page is <a href="http://www.nirt.in/xmlsvg1.htm">http://www.nirt.in/xmlsvg1.htm</a></span><br />
<br />
<span style="font-size: large;">The xml file used for polygon objects is <a href="http://www.nirt.in/rbasin.xml">http://www.nirt.in/rbasin.xml</a></span><br />
<span style="font-size: large;"><br /></span>
<span style="font-size: large;">The xml file used for point objects is <a href="http://www.nirt.in/tnrfl1.xml">http://www.nirt.in/tnrfl1.xml</a></span><br />
<br />
<span style="font-size: large;">The source code of the xmlsvg.htm can be viewed from view source facility in browser. No external links are provided for any javascript files. The web database used is explained in the link provided for web database made simple.</span><br />
<br />
<span style="font-size: large;">Yours,</span><br />
<span style="font-size: large;">MKSugumaran </span><br />
<br /></div>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com0tag:blogger.com,1999:blog-8472822328363151766.post-64003876105409761082014-03-13T05:06:00.000-07:002016-02-28T21:20:36.381-08:00Web-Based JavaScript Spreadsheet Software<div dir="ltr" style="text-align: left;" trbidi="on">
<h3 class="r">
<span style="font-size: large;">Web-Based <i>JavaScript Spreadsheet</i> Software</span></h3>
<span style="font-size: large;"><b>This spread sheet application is fully developed in html and javascript. The source code can be viewed and copied and pasted and saved in anyfile.htm and run in local machine also. No external files are linked in the source code. The spread sheet contents are saved in simple text format in notepad and loaded from the contents of notepad.</b><u><b> </b></u></span><br />
<span style="font-size: large;">The following chapters are covered in this spread sheet</span><br />
<span style="font-size: large;">This can be opened in the following link: http://www.nirt.in/webxl<br /><br />1.You will see the following page in your web browser.<br /><br />2.Selecting Cells in the Spread sheet.<br /><br />3.Entering texts and values in the cells.<br /><br />4.Doing Calculations in spreadsheet.<br /><br />5.Copy and Paste functions in this spreadsheet.<br /><br />6.Saving the spread sheet.<br /><br />7.Loading the spread sheet from saved file.<br /><br />8.Loading in Microsoft Excel spread sheet from saved file.<br /><br />9.OPEN SOURCE DATA:<br /><br />10.String functions:<br /><br />11.Format functions:<br /><br />12. Solution of simultaneous equations in spreadsheet:<br /><br />13. Javascript programming within spreadsheet:<br /><br />14. Shortcut keys:</span><br />
<!--[if gte mso 9]><xml>
<w:WordDocument>
<w:View>Normal</w:View>
<w:Zoom>0</w:Zoom>
<w:PunctuationKerning/>
<w:ValidateAgainstSchemas/>
<w:SaveIfXMLInvalid>false</w:SaveIfXMLInvalid>
<w:IgnoreMixedContent>false</w:IgnoreMixedContent>
<w:AlwaysShowPlaceholderText>false</w:AlwaysShowPlaceholderText>
<w:Compatibility>
<w:BreakWrappedTables/>
<w:SnapToGridInCell/>
<w:WrapTextWithPunct/>
<w:UseAsianBreakRules/>
<w:DontGrowAutofit/>
</w:Compatibility>
<w:BrowserLevel>MicrosoftInternetExplorer4</w:BrowserLevel>
</w:WordDocument>
</xml><![endif]-->
<!--[if gte mso 9]><xml>
<w:LatentStyles DefLockedState="false" LatentStyleCount="156">
</w:LatentStyles>
</xml><![endif]--><!--[if gte mso 10]>
<style>
/* Style Definitions */
table.MsoNormalTable
{mso-style-name:"Table Normal";
mso-tstyle-rowband-size:0;
mso-tstyle-colband-size:0;
mso-style-noshow:yes;
mso-style-parent:"";
mso-padding-alt:0in 5.4pt 0in 5.4pt;
mso-para-margin:0in;
mso-para-margin-bottom:.0001pt;
mso-pagination:widow-orphan;
font-size:10.0pt;
font-family:"Times New Roman";
mso-ansi-language:#0400;
mso-fareast-language:#0400;
mso-bidi-language:#0400;}
</style>
<![endif]-->
<br />
<span style="font-size: large;">The link for web based spread sheet application is </span><span style="color: magenta;"><span style="font-size: large;"><a href="http://www.nirt.in/webxl" target="_blank">http://www.nirt.in/webxl</a> </span></span><br />
<span style="color: magenta;"><span style="font-size: large;">Next Improved version with fx toolbar is available in the following link:</span></span><br />
<span style="color: magenta;"><span style="font-size: large;"><a href="http://www.nirt.in/webxl/webxl.htm">http://www.nirt.in/webxl/webxl.htm</a> </span></span><br />
<br />
<span style="color: magenta;"><span style="font-size: large;"> <span style="color: black;">The Android version of this spread sheet is available in the following link:</span></span></span><br />
<span style="color: magenta;"><span style="font-size: large;"><a href="https://play.google.com/store/apps/details?id=com.sugumaran.webxl">https://play.google.com/store/apps/details?id=com.sugumaran.webxl</a> </span></span><br />
<span style="font-size: large;"><br /></span>
<span style="font-size: large;">The link for manual for web based spread sheet application is <span style="color: magenta;"><a href="http://www.nirt.in/webxl/manualforwebxl.pdf" target="_blank">http://www.nirt.in/webxl/manualforwebxl.pdf</a></span></span><br />
<span style="font-size: large;"><br /></span>
<span style="font-size: large;">Yours,</span><br />
<span style="font-size: large;">MKSugumaran</span><br />
<br />
<span style="font-size: large;">The new webautocad <a href="http://mksugumaran.blogspot.in/2016/02/webautocad-web-based-autocad.html">http://mksugumaran.blogspot.in/2016/02/webautocad-web-based-autocad.html</a> </span></div>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com0tag:blogger.com,1999:blog-8472822328363151766.post-42813280252358452782013-11-11T22:55:00.001-08:002013-11-11T23:01:21.348-08:00SECAREA SOFTWARE IN AUTOCAD ENVIRONMENT<div dir="ltr" style="text-align: left;" trbidi="on">
THIS IS USER'S MANUAL FOR CADMAX'S SECAREA PROGRAM, WHICH WILL BE<br />
USEFUL FOR PLOTTING LEVELS OF CROSS SECTIONS AND CALCULATING<br />
CUTTING AND FILLING AREAS AND VOLUMES.<br />
<br />
DOWNLOAD FROM FOLLOWING LINK <br />
<a href="http://www.nirt.in/software/secarea.zip">http://www.nirt.in/software/secarea.zip</a><br />
<br />
Installation of AutoCAD 2000 or higher version software had to be preloaded in your computer for loading this SECAREA SOFTWARE with VBA enabled and follow the steps listed below:<br />
<br />
STEP.1.<br />
Unzip the SECAREA SOFTWARE downloaded.<br />
STEP.2.<br />
Using windows explorer copy all the unzipped files in a folder C:\SECAREA.<br />
STEP.3.<br />
Now Select all the files in the folder using windows explorer and check for properties of files and if they are read-only files uncheck read only option. <br />
STEP.4.<br />
Then close the windows explorer.<br />
STEP.5. <br />
Right-click on the existing AutoCAD icon and then click on the “create shortcut” option to create a new AutoCAD icon.<br />
<br />
STEP.6.<br />
Right-click on the new AutoCAD icon and then click on the “Rename” option to rename the icon as SECAREA icon.<br />
<br />
STEP.7.<br />
Right-click on the new SECAREA icon and then click on the “Properties” option to set the new properties. In the properties dialog box change the Start in folder as “C:\SECAREA” that is where the software is copied and then apply and close the properties dialog box.<br />
<br />
STEP.8.<br />
Double click on the new SECAREA icon to start AutoCAD .<br />
<br />
STEP.9.<br />
Click the Tools menu and then click Customise menus to load the SECAREA.MNC file in the C:\SECAREA folder and insert the CADMAX pop-up menu before Help menu. For AutoCAD 2007 or higher version CADMAX.CUIX file HAS TO BE CREATED FROM CADMAX.MNU FILE AND LOADED IN THE MENU.<br />
<br />
Now the SECAREA software is loaded and ready to run through pop-up menu or equivalent commands at the command prompt.<br />
<br />
1.START AUTOCAD FROM SECAREA ICON.<br />
<br />
2.AT THE COMMAND PROMPT GIVE THE FOLLOWING COMMAND.<br />
COMMAND:(LOAD"SECAREA")<br />
(NOW THE SECAREA-PROGRAM IS LOADED.)<br />
<br />
3.AT THE COMMAND PROMPT GIVE "SECMODEL" COMMAND TO DRAW SECTION SHEET<br />
OF REQUIRED SIZE.(TEMPLATE)<br />
COMMAND:SECMODEL<br />
ENTER X-DISTANCE:<30/40/50/100/150>:30<br />
ENTER Y-DISTANCE:<10/15/20/30/50>:10<br />
ENTER X-SCALE PER UNIT:1<br />
ENTER Y-SCALE PER UNIT:1<br />
ENTER DATUM LEVEL IN M.:150<br />
(NOW YOU WILL SEE A SECTION TEMPLATE IN THE DRAWING SCREEN)<br />
<br />
4.AT THE COMMAND PROMPT GIVE "PRELVL" COMMAND TO DRAW PRE-LEVELS.<br />
COMMAND:PRELVL<br />
ENTER START POINT OF SECTION ON THE DATUM:<PICK A POINT ON THE DATUM><br />
(the above start point will be asked at the starting of first level only) <br />
Enter total distance<+/->,Levels at that point:0,153.4<br />
Enter total distance<+/->,Levels at that point:0.9,153.35<br />
Enter total distance<+/->,Levels at that point:2.9,153.3<br />
Enter total distance<+/->,Levels at that point:4.9,153.31<br />
Enter total distance<+/->,Levels at that point:6.9,153.29<br />
Enter total distance<+/->,Levels at that point:8.9,153.325<br />
Enter total distance<+/->,Levels at that point:10.9,153.390<br />
Enter total distance<+/->,Levels at that point:12.9,153.250<br />
Enter total distance<+/->,Levels at that point:14.9,153.295<br />
Enter total distance<+/->,Levels at that point:15.9,153.300<br />
Enter total distance<+/->,Levels at that point:16.7,153.330<br />
Enter total distance<+/->,Levels at that point:<enter><br />
(NOW YOU WILL SEE THE PRE-LEVELS DRAWN IN THE SCREEN)<br />
<br />
5.AT THE COMMAND PROMPT GIVE "FORLVL" COMMAND TO DRAW FORMATION LEVELS.<br />
COMMAND:FORLVL<br />
Enter total distance<+/->,Levels at that point:0,153.4<br />
Enter total distance<+/->,Levels at that point:0.9,152.930<br />
Enter total distance<+/->,Levels at that point:15.9,152.930<br />
Enter total distance<+/->,Levels at that point:16.7,153.330<br />
Enter total distance<+/->,Levels at that point:<enter><br />
(NOW YOU WILL SEE THE FORMATION LEVELS DRAWN IN THE SCREEN)<br />
(IF YOU WANT TO EDIT FORMATION LEVELS YOU CAN DO IT BY AUTOCAD<br />
LINE COMMAND)<br />
<br />
6.AT THE COMMAND PROMPT GIVE "CALAREA" COMMAND TO CALCULATE SECTION AREA.<br />
COMMAND:CALAREA<br />
Enter L.S.Value:0<br />
Select pre-levels only:<select pre-levels drawn><br />
Select for-levels only:<select for-levels drawn><br />
(NOW THE CUTTING AND FILLING AREAS ARE CALCULATED AND PRINTED IN THE<br />
DRAWING)<br />
a)YOU CAN SEE THE CALCULATION SHEET IN THE FILE NAME "C0.OUT".<br />
b)YOU CAN SEE THE PRE-LEVELS IN THE FILE NAME "P0.LVL".<br />
c)YOU CAN SEE THE FOR-LEVELS IN THE FILE NAME "F0.LVL".<br />
d)THE CURRENT DRAWING WILL BE SAVED IN FILE NAME "S0.DWG".<br />
(YOU CAN OPEN AND SEE THE CONTENTS OF THE ABOVE FILES IN NOTEPAD)<br />
(TO VIEW THE ABOVE FILES OF OTHER L.S.VALUES, SUBSTITUTE RESPECTIVE<br />
L.S.VALUES IN PLACE OF "0" IN THE ABOVE FILENAMES)<br />
<br />
7.AT THE COMMAND PROMPT GIVE "SECNEW" COMMAND TO DRAW NEW SECTIONS.<br />
COMMAND:SECNEW<br />
(NOW YOU WILL SEE AN EMPTY SECTION SHEET WHICH IS READY TO DRAW<br />
NEW SECTIONS)<br />
<br />
8.AT THE COMMAND PROMPT GIVE "VOLUME" COMMAND TO CALCULATE CUTTING AND<br />
FILLING QUANTITIES.<br />
COMMAND:VOLUME<br />
Enter starting L.S.Value in M.:0<br />
Enter ending L.S.Value in M.:100<br />
Enter intervals in M.:10<br />
Enter file name for output:volum1.out<br />
(NOW THE VOLUME CALCULATION SHEET IS SAVED IN "VOLUM1.OUT" AND<br />
VIEW THE CONTENTS AND PRINT USING NOTEPAD.BEFORE GIVING VOLUME<br />
COMMAND ALL SECTIONS AT THE REQUIRED INTERVALS SHOULD BE DRAWN<br />
AND SECTIONAL AREA CALCULATED USING "CALAREA" COMMAND)<br />
<br />
9.AT THE COMMAND PROMPT GIVE "FILDRAW" COMMAND TO DRAW SECTIONS USING<br />
FILE INPUT:<br />
(CREATE NEW FILES IN THE FORMAT OF "P0.LVL" OR "F0.LVL" WITH<br />
CORRESPONDING L.S.VALUES BEFORE RUNNING THIS COMMAND)<br />
COMMAND:FILDRAW<br />
ENTER L.S.VALUE TO BE DRAWN:100<br />
Prelvl/Forlvl:P<br />
(NOW YOU WILL SEE THE PRE-LEVELS DRAWN USING FILE "P100.LVL".)<br />
<br />
10.AT THE COMMAND PROMPT GIVE "INTDRAW" COMMAND TO DRAW INTERMEDIATE<br />
SECTIONS BY INTERPOLATION.<br />
COMMAND:INTDRAW<br />
ENTER L.S.VALUE OF LOWER BOUND:0<br />
ENTER L.S.VALUE OF UPPER BOUND:50<br />
ENTER L.S.VALUE TO BE DRAWN:10<br />
ENTER Prelvl/Forlvl:P<br />
(NOW YOU WILL SEE THE PRE-LEVELS DRAWN BY INTERPOLATION BETWEEN<br />
0M AND 50M FOR 10M.THE SECTIONS OF L.S.0M AND L.S.50M SHOULD ALREADY<br />
BE DRAWN)<br />
<br />
11.AT THE COMMAND PROMPT GIVE "DATUM" COMMAND TO CHANGE THE DATUM VALUE.<br />
COMMAND:DATUM<br />
ENTER DATUM IN M.:100<br />
(NOW YOU WILL THE DATUM IS CHANGED TO THE NEW VALUE)<br />
<br />
12.AT COMMAND PROMPT GIVE "PSTART" COMMAND TO CHANGE THE START POINT OF<br />
SECTION.<br />
COMMAND:PSTART<br />
ENTER START POINT ON THE DATUM LINE:<PICK A NEW POINT ON THE DATUM><br />
<br />
13.AT THE COMMAND PROMPT GIVE "FORMARK" COMMAND TO MARK FORMATION LEVELS<br />
AT CRITICAL POINTS:<br />
COMMAND:FORMARK<br />
PICK A POINT ON FOR-LEVEL TO MARK:<PICK A POINT><br />
(NOW YOU WILL SEE THE DISTANCES AND LEVELS MARKED AS OTHER POINTS)<br />
<br />
14.AT THE COMMAND PROMPT GIVE "PREMARK" COMMAND TO MARK PRE-LEVELS<br />
AT CRITICAL POINTS:<br />
COMMAND:PREMARK<br />
PICK A POINT ON PRE-LEVEL TO MARK:<PICK A POINT><br />
(NOW YOU WILL SEE THE DISTANCES AND LEVELS MARKED AS OTHER POINTS) <br />
<br />
<br />
15.AT THE COMMAND PROMPT GIVE "SECDATA" COMMAND TO DO MODIFICATIONS<br />
IN THE EXISTING CROSS SECTION. AFTER GIVING SECDATA YOU CAN USE<br />
OTHER COMMANDS SIMILARLY.<br />
COMMAND: SECDATA<br />
Enter X-distance<30/40/60/75/100/150>:40<br />
Enter Y-distance<10/15/20/25/30/50>:10<br />
Enter X-scale per drawing unit:1<br />
Enter Y-scale per drawing unit:1<br />
Enter datum level in M.0<br />
Enter start point on datum line to start L-0.0INT of (6.6 11.7 0.0)<br />
<br />
16.AT THE COMMAND PROMPT GIVE "PREINT" COMMAND TO MARK THE PRELEVELS<br />
AT REGUMAR INTERVALS.<br />
COMMAND:PREINT<br />
Select the lines of pre-level only:<br />
Select objects: Specify opposite corner: 2 found<br />
Select objects:<br />
You want to mark pre-levels at regular intervals:<Y/N>:Y<br />
Enter distance between points to be marked:5<br />
(Now you will see the Prelevels at regular intervals)<br />
<br />
17.AT THE COMMAND PROMPT GIVE "FORINT" COMMAND TO MARK THE FOR-LEVELS<br />
AT REGULAR INTERVALS.<br />
<br />
COMMAND:FORINT<br />
Select the lines of formation-level only:<br />
Select objects: Specify opposite corner: 7 found<br />
Select objects:<br />
You want to mark for-levels at regular intervals:<Y/N>:Y<br />
Enter distance between points to be marked:5<br />
nil<br />
(Now you will see the Forlevels at regular intervals)<br />
<br />
18.AT THE COMMAND PROMPT GIVE "LVLTYP" COMMAND TO INITIATE/CHANGE<br />
LEVELS INPUT IN THE FORM OF STAFF READINGS OR LEVELS.<br />
Command: LVLTYP<br />
You want to enter level Readings/Levels:<R/L>:R<br />
Enter Change point reduced level:12<br />
Enter change point staff reading:1<br />
13.0<br />
(Now you can give Staff readings directly to plot levels)<br />
<br />
19.AT THE COMMAND PROMPT GIVE "CHPT" COMMAND TO GIVE CHANGE POINT<br />
READINGS WHILE PLOTTING.<br />
Command: CHPT<br />
Enter Change point reduced level:11<br />
Enter change point staff reading:1.2<br />
12.2<br />
(Now you can give Staff readings directly to plot levels)<br />
<br />
USE THE CADMAX'S SECAREA PROGRAM WITH ABOVE COMMANDS AND FEEL FREE<br />
TO CONTACT THE DEVELOPER OF THIS PROGRAM IN THE FOLLOWING ADDRESS<br />
IF YOU HAVE ANY-PROBLEMS OR NEED ANY IMPROVEMENTS.<br />
<br />
M.K.SUGUMARAN,<br />
B.E.(Hons),M.E.<br />
PH:+919382182894<br />
<br /></div>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com1tag:blogger.com,1999:blog-8472822328363151766.post-1086105279360831252013-10-03T21:24:00.003-07:002020-10-12T08:30:58.971-07:00POPUP MENU MADE EASY
WHEN I SEARCH GOOGLE FOR THE SOURCE CODE OF POP UP MENU. I GET LOT OF SOURCE CODES AVAILABLE. ALL THOSE CODES WILL HAVE THE SCRIPT FILES somescript.js and somecss.css files in HEAD SECTION OF HTML FILE. I DEVELOP A SOURCE CODE FOR POP UP MENU WITHOUT ANY SCRIPT FILES EXTERNALLY. YOU CAN SEE IT IN THE FOLLOWING LINK <a href="http://www.nirt.in/software/tables.htm" style="color: blue;" target="_blank">http://www.nirt.in/software/tables.htm</a><br />
<br />
You can see the source code in view page source in any of the browser and copy it to make corrections as per your requirement. To know the modifications in the source code some corrected link is available in the following link<br />
<br />
<a href="http://www.nirt.in/tablesframe.htm" style="color: blue;" target="_blank">http://www.nirt.in/tablesframe.htm</a><br />
<br />
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com0tag:blogger.com,1999:blog-8472822328363151766.post-21667063592273050292013-09-03T22:18:00.000-07:002016-02-28T21:18:38.554-08:00EXCEL TO GOOGLE EARTH KML<div dir="ltr" style="text-align: left;" trbidi="on">
<b>IF AN EXCEL WORKSHEET CONTAINS TABLE OF VALUES OF SOME LOCATIONS ON EARTH WITH LATITUDE AND LONGITUDE CAN BE CONVERTED INTO GOOGLE EARTH KML FILE WHICH DISPLAYS THE PROPERTIES ON THE GOOGLE EARTH ITSELF. THE EXCEL MACRO LINK IS </b><br />
<span style="color: blue;"><b><a href="http://www.nirt.in/kmlexport/kmlexport.xls" target="_blank">http://www.nirt.in/kmlexport/kmlexport.xls</a></b></span><br />
<br />
<b>THE FIRST METHOD LOCATES THE MARKS IN TRANSPARENT SQUARES OF 100x100M. THE LINK FOR MANUAL IS <span style="color: blue;"><a href="http://archive.org/details/KMLEXPORTMANUAL" target="_blank">http://archive.org/details/KMLEXPORTMANUAL</a> </span></b><br />
<br />
<b>THE SECOND METHOD LOCATES THE MARKS WITH LABELS OF NAME OF THE PLACE. THE EXCEL MACRO LINK IS </b><br />
<br />
<span style="color: blue;"><b><a href="http://www.nirt.in/kmlexport/kmlexportmark.xls" target="_blank">http://www.nirt.in/kmlexport/kmlexportmark.xls</a> </b></span><br />
<br />
<b>THE LINK FOR MANUAL IS <span style="color: blue;"><a href="http://archive.org/details/KMLEXPORTMARKMANUAL" target="_blank">http://archive.org/details/KMLEXPORTMARKMANUAL</a></span> </b><br />
<b><br /></b>
<br />
<b>Yours,</b><br />
<b>MKSugumaran </b><br />
<br />
<b>The new webautocad <a href="http://mksugumaran.blogspot.in/2016/02/webautocad-web-based-autocad.html">http://mksugumaran.blogspot.in/2016/02/webautocad-web-based-autocad.html</a> </b></div>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com3tag:blogger.com,1999:blog-8472822328363151766.post-4255310731675566982013-09-03T21:36:00.002-07:002021-09-12T23:27:08.334-07:00SLOPE STABILITY ANALYSIS OF EARTH DAM BY SLIP CIRCLE METHOD<H3>SLOPE STABILITY ANALYSIS OF EARTHDAM:</H3><br><br>
Earth Dams are usually constructed using the locally
available soil. The soil properties used for construction of earth dam are
important in design of slopes. Civil engineers involved in design and
construction of earth dams know the difficulty of design of slopes for
stability of earth dams. I worked as Assistant Engineer in <st1:street w:st="on">Design Circle</st1:street> in 1999 in Tamilnadu Public
Works Department. At that time I saw many engineers involved in design of earth
dams working on A0-size graph sheets drawing the cross section and draw a slip
circle. Then they will create many vertical slices of Earth dam portion and
calculate the area of slices below MWL/FRL/DDL of SPZ/IPZ and take the moments
of weight of slices and resisting forces and put them in tabular form in the
graph sheet itself to find the factor of safety as per IS Code(Indian Standard
code). The area is calculated by counting the number of squares manually from
the graph sheet. The notations above are<br><br>
MWL- Maximum water level<br>
FRL- Full Reservoir Level<br>
DDL – Draw Down Level<br>
SPZ - Semi Permeable Zone( Outer Zone of earth dam)<br>
IPZ - ImPermeable Zone(Inner Zone of earth dam)<br>
spzblk- Bulk Density of Semi Pervious Zone soil<br>
ipzblk- Bulk Density of ImPervious Zone soil<br>
spzsub- Submerged Density of Semipervious zone<br>
ipzsub- Submerged Density of Impervious zone<br>
spzsat- Saturated Density of Semipervious zone<br>
ipzsat- Saturated Density of Impervious zone<br><br>
usually 6 trials for upstream and 6 trials for downstream
are done for arriving at the minimum factor of safety against failure. Roughly
one month will be taken to do the 12 no of trials and factor of safety for the
worst condition is found out. After seeing the laborious work involved in that
process, I develop a program in AutoLisp to work in Autocad with one input
table in Visual Basic for AutoCAD. This program made the design of slope
stability in one minute in Autocad. Also prepare detailed drawing for Earth dam cross section for field use.<br><br>
You can download that STABILITY.RAR file which contains user manual also from the following link.<br>
<a href="http://www.nirt.in/software/stability.rar" target="_blank"><span style="color: blue;">http://www.nirt.in/software/stability.rar</span></a><br>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com2tag:blogger.com,1999:blog-8472822328363151766.post-79175610562768299882013-08-29T02:17:00.002-07:002014-03-12T00:06:20.559-07:00WEB DATABASE MADE SIMPLE<div dir="ltr" style="text-align: left;" trbidi="on">
<b style="background-color: white; color: #666666; font-family: 'Trebuchet MS',Trebuchet,Verdana,sans-serif; font-size: 13px; line-height: 1.4;">WEB DATABASE CONCEPTS</b><br />
<div class="post-body entry-content" id="post-body-1035051266617455489" itemprop="description articleBody" style="background-color: white; font-family: 'Trebuchet MS', Trebuchet, Verdana, sans-serif; font-size: 13px; line-height: 1.4; position: relative; width: 546px;">
<div dir="ltr" trbidi="on">
<div style="color: #666666;">
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</div>
<div class="MsoNormal" style="color: black;">
<b><u>The concepts/secrets of database: </u></b></div>
<div class="MsoNormal" style="text-indent: 0.5in;">
<div style="color: black;">
We are all using computer database
in so many fields. In day-to-day life we use databases in internet banking,
ticket reservation, bill payments, social network like facebook etc. The
computer professional also mostly use SQL (Structured Query Language) for
different databases like Oracle-SQL , MYSQL, MSSQL, POSTGRES-SQL. Almost all
SQL have similar set of commands to Create, Insert, Update and Delete Records
in tables of Databases. In initial periods of computer databases they use ^
delimited or any other special character delimited databases such as CSV(Comma Separated
Values) format database tables. Even now CSV formatted databases are more
compatible with Excel and other database tables. If we know the source program
to Create, Insert, Update and Delete tables in SDF(Spike-^ Delimited Format) or
CSV format, we can do a lot in the database field. The present stage of
databases is developed by encrypting the SDF/CSV tables. In latest database by
viewing the file contents, it is impossible to see the values for security
reasons. The aim of this publication is to create awareness of simple database
with SDF(Spike-^ Delimited Format) tables and how to do Create, Adddata, Query
those tables. The source programs in VBSCRIPT in ASP/ASPX form and one Excel
Sheet with macro for Exporting Excel sheet to SDF and Importing SDF into Excel
Sheet is given localhost1.rar file. This can be downloaded from the following
link.</div>
<span style="color: blue;"><a href="http://www.nirt.in/software/localhost1.rar" target="_blank">http://www.nirt.in/software/localhost1.rar</a></span><br />
<div style="color: black;">
<br /></div>
<div>
</div>
</div>
<div>
<div style="color: black;">
This software is used to export any Excel tables into web database and make it query in all possible ways. The Software can be downloaded from the above link or link in the first page in the first page of manual given in the following link.</div>
<div>
<span style="color: blue;"><a href="http://archive.org/details/Webdatabasesecrets" style="line-height: 1.4;" target="_blank">http://archive.org/details/Webdatabasesecrets</a><span style="line-height: 1.4;"> </span></span></div>
</div>
</div>
<div dir="ltr" style="color: #666666;" trbidi="on">
<div style="color: black;">
<div style="color: blue;">
<a href="https://archive.org/details/Webdatabasesecrets" target="_blank"></a></div>
<br />
The unzipped localhost1.rar as webpage is available in the following link <a href="http://www.nirt.in/sampledb" style="color: blue;" target="_blank">http://www.nirt.in/sampledb</a><br />
You can test the software in the above link also. </div>
Developed by<br />
M.K.Sugumaran</div>
</div>
</div>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com0tag:blogger.com,1999:blog-8472822328363151766.post-10350512666174554892013-08-09T00:16:00.002-07:002014-05-08T23:45:35.184-07:00WATER RESOURCES SIMULATION MODEL<div dir="ltr" style="text-align: left;" trbidi="on">
<b>WATER RESOURCES SIMULATION MODEL</b><br />
<b>This model is used for knowing the availability of Ground Water and Surface Water available in various locations of tamilnadu river basins. The input for this model is SRTM DEM and Daily Rainfall data of Rainfall stations with latitude and longitude. The rainfall Time Series data for Vaippar, Tamirabarani, Agniyar basins for the period of 1/1/2000 to 12/31/2010 are available in software download itself. The Observation Wells Water level data for the above 3 basins are also avaialble in software download itself. The Ground Water levels observed and the Model Created Ground water levels are matching. This model can be implemented for other basins also. If Time Series data of rainfall with location in latitude and longitude up to date can be incorporated to know the present situation availability of Suraface Water and Ground water at any location of Tamilnadu. </b><br />
The software Manual download is available in the link <a href="http://archive.org/details/WRSM_MKS" target="_blank">http://archive.org/details/WRSM_MKS</a><br />
<br />
The reference manual download is available in the link <a href="http://www.nirt.in/software/refmanualforwrsm.pdf">http://www.nirt.in/software/refmanualforwrsm.pdf</a> <br />
<br />
The software and all supporting files can be downloaded from the following link <a href="http://www.nirt.in/software/dss.rar" target="_blank">http://www.nirt.in/software/dss.rar</a><br />
The Software can be downloaded from the link in the first page of manual also..<br />
byM.K.Sugumaran</div>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com0tag:blogger.com,1999:blog-8472822328363151766.post-35575101329157536202013-06-14T01:41:00.024-07:002023-11-08T02:28:13.745-08:00Structural Analysis, Design and detailing for Reinforced Concrete Framed Structures within AutoCad Environment..<div dir="ltr" style="text-align: left;" trbidi="on">
<b>Structural Analysis, Design and detailing for Reinforced Concrete Framed Structures within AutoCad Environment.</b>.<br />
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<br />
<div class="MsoBodyText">
I would like to introduce myself as the developer of this
software and as well as a practicing structural engineer for past 30 years. I
developed this software in AutoCAD environment
since, the most of the civil engineers and Architects are already
exposed to it and is being adopted as the world leading design and drawing
software. I started developing the this software from the year 1983, when I
completed my graduation in civil engineering and my exposure to the AutoCAD was
from 1987 when I did my post graduation at Coimbatore Institute of Technology,
Coimbatore. Then I developed small software components in AutoCAD such as
design of slabs, beams, columns and footings etc. with regular update as per my
requirements. I never expected that adding all components with an effective
interaction with AutoCAD will become this wonderful <b>“CADMAX SOFTWARE”</b> a boon for the practicing structural and civil
engineers.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoBodyText">
Like
other available structural analysis and design software, it contains no loose
talks to show it high or less. It is not developed for International standards
and is only for Indian standards as per IS-456-2000 and design aids. The wind load and earthquake
load analysis are as per corresponding IS-code provisions. But the method and
the speed of approach to get structural design and detailed drawings will be
seen unimaginable while you are using this software when compared with other
structural design software. It is not a large software to occupy a large
portion of your hard disk and it will occupy nearly 10MB of space of your hard
disk. But it will do the great job for practicing structural engineers which
has been failed by other structural software. The terminology used in this
software is so simple that any civil engineer/ Architect can easily understand
and operate.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;">
This
software is made into run with a pop-up menu in AutoCAD environment with the
following main components:</div>
<div class="MsoNormal" style="text-align: justify;">
1.Introduction of members such as
columns, beams, slabs, walls and facia as drawing components in AutoCAD.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;">
2.Calculation of beamloads from
drawing entities automatically.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;">
3.Introduction of wind load and
earthquake components as drawing entities.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;">
4.Analysis of the structure for
dead loads, live loads, wind loads and earthquake loads as per requirements.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;">
5.Design of members such as
slabs, beams, columns and footings for critical forces of load combinations.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;">
6.Reinforcement detailing of
slabs, staircase, beams, columns and footings according to required type of
gridlines with automatic grouping of members.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;">
7.Preparation of detailed Design
procedure for slabs, beams, columns and footings. </div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;"> I
hope you will appreciate it, while using this software.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;">
Please
do not hesitate to write your comments to me regarding upgradation as per your
requirement.</div>
<div class="MsoNormal" style="text-align: justify;">
<br /></div>
<div class="MsoNormal" style="text-align: justify;">
With
best wishes,</div><div class="MsoNormal" style="text-align: justify;"><br /></div>
<div dir="ltr" trbidi="on"><br /></div><br /></div><div dir="ltr" style="text-align: left;" trbidi="on"><br /></div><div dir="ltr" style="text-align: left;" trbidi="on"><br /></div><div dir="ltr" style="text-align: left;" trbidi="on">The old version of software with VBA for AutoCad support is available at<br />
<a href="https://drive.google.com/file/d/1WhzgRwMHh1RYiKOWYSjh7Oi_EZsIY0QT/view?usp=sharing" target="_blank"><span style="color: blue;">https://drive.google.com/file/d/1WhzgRwMHh1RYiKOWYSjh7Oi_EZsIY0QT/view?usp=sharing</span></a></div><div dir="ltr" style="text-align: left;" trbidi="on"> </div><div dir="ltr" style="text-align: left;" trbidi="on"><span class="style-scope yt-formatted-string" dir="auto">This is Tutorial for Using Cadmax Software for Structural design of RCC framed structures.
The updated version of this video available at </span></div><div dir="ltr" style="text-align: left;" trbidi="on"><span class="style-scope yt-formatted-string" dir="auto"> </span><a class="yt-simple-endpoint style-scope yt-formatted-string" dir="auto" href="https://www.youtube.com/watch?v=nBVcL1ZwEds" spellcheck="false"><span style="color: blue;">https://youtu.be/nBVcL1ZwEds</span></a></div><div dir="ltr" style="text-align: left;" trbidi="on"><br /></div><div dir="ltr" style="text-align: left;" trbidi="on"><div dir="ltr" trbidi="on">The software is now updated further without VBA for AutoCad support. Using C# and VB.net interface, the software is updated and made simple further. The download link for the software is</div><div dir="ltr" trbidi="on"><a href="https://drive.google.com/file/d/1Aii5T3agix4AeaX35C8EeDN6SGv57kyL/view?usp=sharing" target="_blank"><span style="color: blue;">https://drive.google.com/file/d/1Aii5T3agix4AeaX35C8EeDN6SGv57kyL/view?usp=sharing</span></a><br /></div><div dir="ltr" trbidi="on"><br /></div><div dir="ltr" trbidi="on">The Tutorial video for above software is <a href="https://youtu.be/X-fDlIR2fyo" target="_blank"><span style="color: blue;">https://youtu.be/X-fDlIR2fyo</span></a></div></div><div dir="ltr" style="text-align: left;" trbidi="on"><br /></div><div dir="ltr" style="text-align: left;" trbidi="on"><br /></div><div dir="ltr" style="text-align: left;" trbidi="on">
Developed by<br />
M.K.Sugumaran</div><div dir="ltr" style="text-align: left;" trbidi="on">Whatsapp no: +919382182894<br />
<br />
<div>
<br />
<br />
<br /></div>
</div>
MKSugumaranhttp://www.blogger.com/profile/18370129145974403326noreply@blogger.com1