<?xml version='1.0' encoding='UTF-8'?><?xml-stylesheet href="http://www.blogger.com/styles/atom.css" type="text/css"?><feed xmlns='http://www.w3.org/2005/Atom' xmlns:openSearch='http://a9.com/-/spec/opensearchrss/1.0/' xmlns:georss='http://www.georss.org/georss' xmlns:gd='http://schemas.google.com/g/2005' xmlns:thr='http://purl.org/syndication/thread/1.0'><id>tag:blogger.com,1999:blog-3671004794517815649</id><updated>2012-02-15T22:55:37.456-08:00</updated><category term='Geotechnical'/><category term='concrete'/><category term='Australia'/><category term='steel'/><category term='Coldformed Steel'/><title type='text'>pacorder</title><subtitle type='html'>Free Spreadsheets and more</subtitle><link rel='http://schemas.google.com/g/2005#feed' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/posts/default'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default?max-results=100'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/'/><link rel='hub' href='http://pubsubhubbub.appspot.com/'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><generator version='7.00' uri='http://www.blogger.com'>Blogger</generator><openSearch:totalResults>9</openSearch:totalResults><openSearch:startIndex>1</openSearch:startIndex><openSearch:itemsPerPage>100</openSearch:itemsPerPage><entry><id>tag:blogger.com,1999:blog-3671004794517815649.post-6261289693179532212</id><published>2011-12-14T13:33:00.000-08:00</published><updated>2011-12-14T13:33:18.143-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='steel'/><category scheme='http://www.blogger.com/atom/ns#' term='Australia'/><title type='text'>Steel Design - AS 4100</title><content type='html'>The following document, is a summary and also a manual of the code AS 4100. But it is better than that, since also includes fully examples of frames, columns and connections. The latter, the mos I like it. The examples are quite straightforward and well explained.&lt;br /&gt;Regarding connections you can find, for example, plate design, moment connections, flexible and rigid connections. &lt;br /&gt;&lt;br /&gt;&lt;a href="http://dl.dropbox.com/u/38232756/4100%20Steel%2BStructures%2BDesign%2BManual.pdf" target="_blank"&gt;AS 4100 Steel Design Manual&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;References:&lt;br /&gt;CSIBerkeley, SAP 2000&lt;br /&gt;Brian Kirke&lt;br /&gt;Iyad Hassan Al-Jamel&lt;br /&gt;&lt;br /&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/3671004794517815649-6261289693179532212?l=pacorder.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/6261289693179532212/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://pacorder.blogspot.com/2011/12/steel-design-as-4100.html#comment-form' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/6261289693179532212'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/6261289693179532212'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/2011/12/steel-design-as-4100.html' title='Steel Design - AS 4100'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-3671004794517815649.post-801559351780825876</id><published>2011-11-15T14:17:00.001-08:00</published><updated>2011-11-15T14:23:13.185-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='Coldformed Steel'/><title type='text'>Cold Formed Steel Spreadsheet</title><content type='html'>This spreadsheet can be used to calculate different sections of cold formed steel elements, regarding AS 4600 (Australian Standard). However can be extended to other international codes.&lt;br /&gt;&lt;br /&gt;Reference: Spreadsheet from University of Melbourne (Design of Steel Structures and other materials)&lt;br /&gt;&lt;br /&gt;&lt;a href="http://dl.dropbox.com/u/38232756/Cold%20formed%20steel.xlsm"&gt;Cold formed Spread sheet (AS 4600)&lt;/a&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/3671004794517815649-801559351780825876?l=pacorder.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/801559351780825876/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://pacorder.blogspot.com/2011/11/cold-formed-steel-spreadsheet.html#comment-form' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/801559351780825876'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/801559351780825876'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/2011/11/cold-formed-steel-spreadsheet.html' title='Cold Formed Steel Spreadsheet'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-3671004794517815649.post-2046112672249157640</id><published>2011-10-28T13:43:00.000-07:00</published><updated>2011-12-14T13:33:49.187-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='steel'/><category scheme='http://www.blogger.com/atom/ns#' term='Australia'/><title type='text'>Australian Beams UB, UC, WB, PFC, RHS</title><content type='html'>During the design of steel beams is convenient to have the properties of the range of beams available in Australia, which most of them comply with the requirements of beam compact sections.&lt;br /&gt;This spreadsheet contains the steel beams supply by OneSteel, such as UB, UC, WB, PFC and others.&lt;br /&gt;The main advantage of have the spreadsheet is that you can use MathCad or even Excel to have access to this data and import the sections automatically. How? Well, later we will see how. In my case I prefer use Mathcad to import all the properties, since is friendlier and clearer than Excel.&lt;br /&gt;&lt;br /&gt;&lt;a href="http://dl.dropbox.com/u/38232756/Australian%20Steel%20AS4100.xls"&gt;Australian AS 3600 Beams&lt;/a&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/3671004794517815649-2046112672249157640?l=pacorder.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/2046112672249157640/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://pacorder.blogspot.com/2011/10/australian-beams-ub-uc-wb-pfc-rhs.html#comment-form' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/2046112672249157640'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/2046112672249157640'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/2011/10/australian-beams-ub-uc-wb-pfc-rhs.html' title='Australian Beams UB, UC, WB, PFC, RHS'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-3671004794517815649.post-8022935085839330412</id><published>2011-09-12T04:19:00.000-07:00</published><updated>2011-09-12T16:01:28.673-07:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='concrete'/><title type='text'>Reinforced Concrete ACI 318-99</title><content type='html'>ACI 318-99 can be seen as a quite old code, however its used doesn't lead to results too different. In fact, for a gross design the results are the same as those obtain using ACI 318-08.&lt;br /&gt;&lt;br /&gt;The following spreadsheet shows the calculation of a rectangular beam 60x60cm, following the same example used for AS3600.Taking in count AS3600, the main difference is due to the reduction factor phi. While in ACI 318-99 is 0.875 (pure bending moment is 0.9), AS3600 used 0.791 (pure bending moment 0.8).&lt;br /&gt;&lt;br /&gt;Therefore, the results are the same for a phi = 1.&lt;br /&gt;As = 4.71*0.8 = 3.768 cm2 (AS 3600)&lt;br /&gt;As = 4.179*0.9 = 3.768 cm2 (ACI 318-99)&lt;br /&gt;&lt;br /&gt;&lt;a href="http://dl.dropbox.com/u/38232756/spread/Mathcad%20-%20As_Flexion_ACI1999_v2.1.pdf"&gt;Download Spread sheet&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/3671004794517815649-8022935085839330412?l=pacorder.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/8022935085839330412/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://pacorder.blogspot.com/2011/09/reinforced-concrete-aci-318-99.html#comment-form' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/8022935085839330412'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/8022935085839330412'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/2011/09/reinforced-concrete-aci-318-99.html' title='Reinforced Concrete ACI 318-99'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-3671004794517815649.post-2427699323675402688</id><published>2011-09-08T16:59:00.000-07:00</published><updated>2011-12-14T13:34:19.336-08:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='concrete'/><category scheme='http://www.blogger.com/atom/ns#' term='Australia'/><title type='text'>Reinforced Concrete AS3600</title><content type='html'>To compute the reinforcement required by bending moment in a concrete section the main difference between codes, like ACI 318 and AS3600 is the reduction factor used . In ACI the reduction factor required is 0.9 (Section 9.3.2.1, ACI 318-08) however in AS3600 that value is reduced to 0.8 (Table 2.2.2, AS3600).&lt;br /&gt;&lt;br /&gt;This is also related to the load factor combinations which are slightly different:&lt;br /&gt;ACI 318 : 1.2 G + 1.6Q&lt;br /&gt;AS 3600 : 1.2 G + 1.5Q&lt;br /&gt;&lt;br /&gt;Where&lt;br /&gt;G: Dead Load&lt;br /&gt;Q: Live Load &lt;br /&gt;&lt;br /&gt;Finally, in the following spreadsheet (PDF) it can be seen an example of the design of a rectangular concrete section, according AS 3600. &lt;br /&gt;&lt;br /&gt;&lt;a href="http://dl.dropbox.com/u/38232756/spread/Mathcad%20-%20As_Flexion_AS3600.pdf"&gt;Download Spread Sheet (PDF)&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;The spreadsheet is also available in MathCAD. If you need it just ask for it.&lt;br /&gt;&lt;br /&gt;&lt;div class="separator" style="clear: both; text-align: center;"&gt;&lt;a href="http://4.bp.blogspot.com/-kqyctkIkfd4/TmlWSgnNnyI/AAAAAAAAASw/EAMC_2sD7L4/s1600/Captura2.PNG" imageanchor="1" style="clear: right; float: right; margin-bottom: 1em; margin-left: 1em;"&gt;&lt;img border="0" height="320" src="http://4.bp.blogspot.com/-kqyctkIkfd4/TmlWSgnNnyI/AAAAAAAAASw/EAMC_2sD7L4/s320/Captura2.PNG" width="272" /&gt;&lt;/a&gt;&lt;/div&gt;&lt;a href="http://4.bp.blogspot.com/-vU7YHNAEoJc/TmlWSMUQ57I/AAAAAAAAASs/Vz5U9bTKUx8/s1600/Captura.PNG" imageanchor="1" style="clear: left; float: left; margin-bottom: 1em; margin-right: 1em;"&gt;&lt;img border="0" height="320" src="http://4.bp.blogspot.com/-vU7YHNAEoJc/TmlWSMUQ57I/AAAAAAAAASs/Vz5U9bTKUx8/s320/Captura.PNG" width="228" /&gt;&lt;/a&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/3671004794517815649-2427699323675402688?l=pacorder.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/2427699323675402688/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://pacorder.blogspot.com/2011/09/reinforced-concrete-as3600.html#comment-form' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/2427699323675402688'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/2427699323675402688'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/2011/09/reinforced-concrete-as3600.html' title='Reinforced Concrete AS3600'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><media:thumbnail xmlns:media='http://search.yahoo.com/mrss/' url='http://4.bp.blogspot.com/-kqyctkIkfd4/TmlWSgnNnyI/AAAAAAAAASw/EAMC_2sD7L4/s72-c/Captura2.PNG' height='72' width='72'/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-3671004794517815649.post-3609465331864832340</id><published>2011-09-03T02:32:00.000-07:00</published><updated>2011-09-03T02:32:19.656-07:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='steel'/><title type='text'>Listado de Perfiles 2</title><content type='html'>Esta es una macro que utiliza como base de datos los perfiles ICHa y pernos de anclaje Hilti, para ser presentados de forma amigable y práctica. Echa un vistazo.&lt;br /&gt;&lt;br /&gt;&lt;a href="http://dl.dropbox.com/u/38232756/Listado%20de%20Perfiles.rar"&gt;Download Listado de Perfiles Macro&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;Pasos:&lt;br /&gt;1. Descomprimir carpeta&lt;br /&gt;&lt;div class="separator" style="clear: both; text-align: center;"&gt;&lt;a href="http://4.bp.blogspot.com/-Yu89QDjkv_k/TmHz1YMFyxI/AAAAAAAAASg/tNEh8ilf9fg/s1600/Captura.PNG" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"&gt;&lt;br /&gt;&lt;/a&gt;&lt;/div&gt;2. Definir el directorio donde se encuentra la carpeta de imágenes. Para eso click derecho en la carpeta y copia la dirección de ubicación.&lt;br /&gt;3. Copia la ruta en la celda marcada con amarillo en el spreadsheet, como por ejemplo: &lt;br /&gt;"C:\Users\PC\Documents\perfiles\"&lt;br /&gt;&lt;a href="http://4.bp.blogspot.com/-Yu89QDjkv_k/TmHz1YMFyxI/AAAAAAAAASg/tNEh8ilf9fg/s1600/Captura.PNG" style="margin-left: 1em; margin-right: 1em;"&gt;&lt;img border="0" height="190" src="http://4.bp.blogspot.com/-Yu89QDjkv_k/TmHz1YMFyxI/AAAAAAAAASg/tNEh8ilf9fg/s320/Captura.PNG" width="320" /&gt;&lt;/a&gt;&lt;br /&gt;4. Luego click "BUSCAR"&lt;br /&gt;5. Enjoy. Recuerda hacer clik en mis auspiciadores o hacer una donación. Cheers!&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;&lt;a href="http://dl.dropbox.com/u/38232756/Listado%20de%20Perfiles.rar"&gt;Download Listado de Perfiles Macro&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/3671004794517815649-3609465331864832340?l=pacorder.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/3609465331864832340/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://pacorder.blogspot.com/2011/09/listado-de-perfiles-2.html#comment-form' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/3609465331864832340'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/3609465331864832340'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/2011/09/listado-de-perfiles-2.html' title='Listado de Perfiles 2'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><media:thumbnail xmlns:media='http://search.yahoo.com/mrss/' url='http://4.bp.blogspot.com/-Yu89QDjkv_k/TmHz1YMFyxI/AAAAAAAAASg/tNEh8ilf9fg/s72-c/Captura.PNG' height='72' width='72'/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-3671004794517815649.post-5007702648371072066</id><published>2011-09-03T02:17:00.000-07:00</published><updated>2011-09-03T02:18:46.221-07:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='steel'/><title type='text'>Perfiles ICHA</title><content type='html'>Esta es una lista de perfiles ICHA para el diseño de estructuras de acero, como secciones IN, Cajón, XL, L, HN, C, etc.&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;&lt;a href="http://dl.dropbox.com/u/38232756/PerfilesIcha.xls"&gt;Download Perfiles ICHA&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;div class="separator" style="clear: both; text-align: center;"&gt;&lt;a href="http://2.bp.blogspot.com/-wWHWhFrHr3s/TmHwSj2xx5I/AAAAAAAAASc/XTFHIHqkM1A/s1600/Captura.PNG" imageanchor="1" style="margin-left: 1em; margin-right: 1em;"&gt;&lt;img border="0" height="254" src="http://2.bp.blogspot.com/-wWHWhFrHr3s/TmHwSj2xx5I/AAAAAAAAASc/XTFHIHqkM1A/s320/Captura.PNG" width="320" /&gt;&lt;/a&gt;&lt;/div&gt;&lt;br /&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/3671004794517815649-5007702648371072066?l=pacorder.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/5007702648371072066/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://pacorder.blogspot.com/2011/09/perfiles-icha.html#comment-form' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/5007702648371072066'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/5007702648371072066'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/2011/09/perfiles-icha.html' title='Perfiles ICHA'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><media:thumbnail xmlns:media='http://search.yahoo.com/mrss/' url='http://2.bp.blogspot.com/-wWHWhFrHr3s/TmHwSj2xx5I/AAAAAAAAASc/XTFHIHqkM1A/s72-c/Captura.PNG' height='72' width='72'/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-3671004794517815649.post-1199659329933822705</id><published>2011-08-23T17:08:00.000-07:00</published><updated>2011-08-23T17:13:42.304-07:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='concrete'/><title type='text'>Concad</title><content type='html'>Concad is a really old software to calculate reinforced concrete. However is really straight forward to use.&lt;br /&gt;&lt;br /&gt;With Concad you can:&lt;br /&gt;Calculate Reinforced Concrete&lt;br /&gt;Interaction Diagrams&lt;br /&gt;Deflection&lt;br /&gt;&lt;br /&gt;The only issue is that concad is not using the last standards, instead it is using ACI 318-99. However it will give you an idea of the result.&lt;br /&gt;&lt;br /&gt;Note: I have some problems running this software in Windows 7.&lt;br /&gt;&lt;br /&gt;&lt;a href="http://dl.dropbox.com/u/38232756/CONCAD.rar"&gt;Download Concad&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/3671004794517815649-1199659329933822705?l=pacorder.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/1199659329933822705/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://pacorder.blogspot.com/2011/08/concad.html#comment-form' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/1199659329933822705'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/1199659329933822705'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/2011/08/concad.html' title='Concad'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-3671004794517815649.post-97755428212719571</id><published>2011-08-15T00:33:00.000-07:00</published><updated>2011-08-23T17:14:12.331-07:00</updated><category scheme='http://www.blogger.com/atom/ns#' term='Geotechnical'/><title type='text'>Vhelp spreadsheet</title><content type='html'>Vhelp is based in HELP (USEPA 1994) wich is a model to predict leachate. However, the results are presented in a RTF file, which is quite difficult to understand.&lt;br /&gt;I developed Vhelp Spreadsheet to read the data delivered by Vhelp report, which is a RTF file. With this spreadsheet you can transform the data in tables presenting rate, percentage and volume data in an excel file.&lt;br /&gt;&lt;br /&gt;Steps:&lt;br /&gt;&lt;ol&gt;&lt;li&gt;Download &lt;a style="color: rgb(255, 0, 0); font-weight: bold;" href="http://dl.dropbox.com/u/38232756/Vhelp_Spreadsheet.xls"&gt;VHelp SpreadSheet&lt;/a&gt;&lt;/li&gt;&lt;li&gt;Save your report file in txt format or also called plain text. Just go to word and save as.&lt;/li&gt;&lt;li&gt;Go the the sheet called read and click in the Read Button.&lt;/li&gt;&lt;li&gt;Select the file and excel will read all the information&lt;/li&gt;&lt;li&gt;Now click in rate, m3 and percentage and go the respective sheets to see the graphs.&lt;/li&gt;&lt;li&gt;Enjoy. If you any concern, please comment here.&lt;/li&gt;&lt;li&gt;Please click in my ads or make a donation, cheers!&lt;br /&gt;&lt;/li&gt;&lt;/ol&gt;&lt;br /&gt;&lt;br /&gt;&lt;a onblur="try {parent.deselectBloggerImageGracefully();} catch(e) {}" href="http://3.bp.blogspot.com/-PAXT8HTg9eI/Tkj3sdqbVhI/AAAAAAAAASE/72k073FVwzc/s1600/Captura.PNG"&gt;&lt;img style="display:block; margin:0px auto 10px; text-align:center;cursor:pointer; cursor:hand;width: 320px; height: 206px;" src="http://3.bp.blogspot.com/-PAXT8HTg9eI/Tkj3sdqbVhI/AAAAAAAAASE/72k073FVwzc/s320/Captura.PNG" alt="" id="BLOGGER_PHOTO_ID_5641030876530431506" border="0" /&gt;&lt;/a&gt;&lt;br /&gt;&lt;div class="blogger-post-footer"&gt;&lt;img width='1' height='1' src='https://blogger.googleusercontent.com/tracker/3671004794517815649-97755428212719571?l=pacorder.blogspot.com' alt='' /&gt;&lt;/div&gt;</content><link rel='replies' type='application/atom+xml' href='http://pacorder.blogspot.com/feeds/97755428212719571/comments/default' title='Post Comments'/><link rel='replies' type='text/html' href='http://pacorder.blogspot.com/2011/08/vhelp-spreadsheet.html#comment-form' title='0 Comments'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/97755428212719571'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/3671004794517815649/posts/default/97755428212719571'/><link rel='alternate' type='text/html' href='http://pacorder.blogspot.com/2011/08/vhelp-spreadsheet.html' title='Vhelp spreadsheet'/><author><name>Patricio</name><uri>http://www.blogger.com/profile/11100728037659506016</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='16' height='16' src='http://img2.blogblog.com/img/b16-rounded.gif'/></author><media:thumbnail xmlns:media='http://search.yahoo.com/mrss/' url='http://3.bp.blogspot.com/-PAXT8HTg9eI/Tkj3sdqbVhI/AAAAAAAAASE/72k073FVwzc/s72-c/Captura.PNG' height='72' width='72'/><thr:total>0</thr:total></entry></feed>
