<?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:blogger='http://schemas.google.com/blogger/2008' 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-4283746434718717066</id><updated>2024-10-24T07:52:15.230-06:00</updated><title type='text'>Ingeniería Civil</title><subtitle type='html'>Notas y apuntes de la Escuela Superior de Ingeniería y Arquitectura, Unidad Zacatenco.</subtitle><link rel='http://schemas.google.com/g/2005#feed' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/posts/default'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default?redirect=false'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/'/><link rel='hub' href='http://pubsubhubbub.appspot.com/'/><link rel='next' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default?start-index=26&amp;max-results=25&amp;redirect=false'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><generator version='7.00' uri='http://www.blogger.com'>Blogger</generator><openSearch:totalResults>56</openSearch:totalResults><openSearch:startIndex>1</openSearch:startIndex><openSearch:itemsPerPage>25</openSearch:itemsPerPage><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-6166568225305691179</id><published>2023-11-05T17:44:00.001-06:00</published><updated>2023-11-05T17:44:11.973-06:00</updated><title type='text'>ESPECIFICACIONES DE ANCLAS PARA POSTES DE ALUMBRADO</title><content type='html'>&lt;p&gt;&amp;nbsp;&lt;/p&gt;&lt;div class=&quot;separator&quot; 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font-size: medium;&quot;&gt;&amp;nbsp;BANQUETAS Y GUARNICIONES&lt;/span&gt;&lt;/p&gt;&lt;p style=&quot;text-align: center;&quot;&gt;&lt;span style=&quot;font-family: arial; font-size: medium;&quot;&gt;Apuntes Generales del 26 de mayo al 16 de Junio de 2007&amp;nbsp;&lt;/span&gt;&lt;/p&gt;&lt;p&gt;&lt;/p&gt;&lt;div class=&quot;separator&quot; style=&quot;clear: both; text-align: center;&quot;&gt;&lt;a href=&quot;https://blogger.googleusercontent.com/img/a/AVvXsEgqo4b6ajVm40HEj09yNFv5440cq6EUiDDK4BV7Z26dg4r-C3X1kRxsixDDVV9gPmkFmvZJaI2p2XN6xbVYFt8s1a_VvwZX4m_VX_LBQSn7QlV_4SclJIOxmwjb9KCPUqSkq0IzJ5xAXHs5uWBzzbKTCTivske0sFc-9Nd1gkNfJ4fP2_d5oL_zxjLDCAic&quot; style=&quot;margin-left: 1em; margin-right: 1em;&quot;&gt;&lt;img alt=&quot;&quot; data-original-height=&quot;842&quot; data-original-width=&quot;708&quot; height=&quot;400&quot; src=&quot;https://blogger.googleusercontent.com/img/a/AVvXsEgqo4b6ajVm40HEj09yNFv5440cq6EUiDDK4BV7Z26dg4r-C3X1kRxsixDDVV9gPmkFmvZJaI2p2XN6xbVYFt8s1a_VvwZX4m_VX_LBQSn7QlV_4SclJIOxmwjb9KCPUqSkq0IzJ5xAXHs5uWBzzbKTCTivske0sFc-9Nd1gkNfJ4fP2_d5oL_zxjLDCAic=w337-h400&quot; 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Gere</title><content type='html'>&lt;div style=&quot;text-align: center;&quot;&gt;
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&lt;span style=&quot;color: #111111; font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif; font-size: x-large;&quot;&gt;&lt;span style=&quot;line-height: 50px;&quot;&gt;Mecánica de Materiales&amp;nbsp;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;color: #111111; font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif; font-size: x-large;&quot;&gt;&lt;span style=&quot;line-height: 50px;&quot;&gt;7ma Edición |&amp;nbsp;&lt;/span&gt;&lt;/span&gt;&lt;span style=&quot;color: #111111; font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif; font-size: x-large;&quot;&gt;James M. Gere&lt;/span&gt;&lt;/div&gt;
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&lt;a href=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhxs6hKYtbXksFj0nck0whvSYUq6z8WmaiVXo12rfq7h_I0vNNacMEsD7TLnkKf9vInLIP9yblPv4U6N5eFClF8v0lEqHbE0jUDRQFRH1ZEH7v4btGXYIuULBTNHmPPfyr_rg4P7W6EmGoQ/s1600/Mec%25C3%25A1nica+de+materiales%252C+7ma+Edici%25C3%25B3n+%25E2%2580%2593+James+M.+Gere+%2526+Barry+J.+Goodno.JPG&quot; imageanchor=&quot;1&quot; style=&quot;margin-left: 1em; margin-right: 1em;&quot;&gt;&lt;img border=&quot;0&quot; data-original-height=&quot;545&quot; data-original-width=&quot;496&quot; height=&quot;400&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhxs6hKYtbXksFj0nck0whvSYUq6z8WmaiVXo12rfq7h_I0vNNacMEsD7TLnkKf9vInLIP9yblPv4U6N5eFClF8v0lEqHbE0jUDRQFRH1ZEH7v4btGXYIuULBTNHmPPfyr_rg4P7W6EmGoQ/s400/Mec%25C3%25A1nica+de+materiales%252C+7ma+Edici%25C3%25B3n+%25E2%2580%2593+James+M.+Gere+%2526+Barry+J.+Goodno.JPG&quot; width=&quot;363&quot; /&gt;&lt;/a&gt;&lt;/div&gt;
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</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/649628099254693957/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2016/09/mecanica-de-materiales-7ma-edicion.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/649628099254693957'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/649628099254693957'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2016/09/mecanica-de-materiales-7ma-edicion.html' title='Mecánica de Materiales – 7ma Edición James M. Gere'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhxs6hKYtbXksFj0nck0whvSYUq6z8WmaiVXo12rfq7h_I0vNNacMEsD7TLnkKf9vInLIP9yblPv4U6N5eFClF8v0lEqHbE0jUDRQFRH1ZEH7v4btGXYIuULBTNHmPPfyr_rg4P7W6EmGoQ/s72-c/Mec%25C3%25A1nica+de+materiales%252C+7ma+Edici%25C3%25B3n+%25E2%2580%2593+James+M.+Gere+%2526+Barry+J.+Goodno.JPG" height="72" width="72"/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-1584073666312905039</id><published>2020-04-18T23:25:00.001-05:00</published><updated>2020-04-19T12:01:34.839-05:00</updated><title type='text'>LA FORMA MAS EXACTA PARA ESCALAR EN AUTOCAD</title><content type='html'>&lt;div class=&quot;separator&quot; style=&quot;clear: both; text-align: center;&quot;&gt;
&lt;iframe allowfullscreen=&quot;&quot; class=&quot;YOUTUBE-iframe-video&quot; data-thumbnail-src=&quot;https://i.ytimg.com/vi/r3OelCN-apg/0.jpg&quot; frameborder=&quot;0&quot; height=&quot;400&quot; src=&quot;https://www.youtube.com/embed/r3OelCN-apg?feature=player_embedded&quot; width=&quot;500&quot;&gt;&lt;/iframe&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif; text-align: center;&quot;&gt;La forma mas exacta para escalar objetos en Autocad.&lt;/span&gt;&lt;br /&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif; text-align: center;&quot;&gt;Creación de Bloques.&lt;/span&gt;&lt;br /&gt;
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&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif; text-align: center;&quot;&gt;Descarga nuestra Galerìa de Bloques&lt;/span&gt;&lt;br /&gt;
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&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif; text-align: center;&quot;&gt;DESCARGA DIRECTA&lt;/span&gt;&lt;br /&gt;
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&lt;a href=&quot;https://download1652.mediafire.com/ze9uzvjaolzg/g3g7qtk5oraux13/library+autocad.dwg&quot; style=&quot;text-align: center;&quot; target=&quot;_blank&quot;&gt;&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;Descargar Bloques Autocad.&lt;/span&gt;&lt;/a&gt;</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/1584073666312905039/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2020/04/la-forma-mas-exacta-para-escalar-en.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/1584073666312905039'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/1584073666312905039'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2020/04/la-forma-mas-exacta-para-escalar-en.html' title='LA FORMA MAS EXACTA PARA ESCALAR EN AUTOCAD'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://img.youtube.com/vi/r3OelCN-apg/default.jpg" height="72" width="72"/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-696672405244101551</id><published>2020-04-07T22:18:00.000-05:00</published><updated>2020-04-19T12:02:37.692-05:00</updated><title type='text'>MANUAL DE DISEÑO PARA LA CONSTRUCCIÓN CON ACERO  AHMSA</title><content type='html'>&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;helvetica neue&amp;quot; , &amp;quot;arial&amp;quot; , &amp;quot;helvetica&amp;quot; , sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &amp;quot;helvetica neue&amp;quot; , &amp;quot;arial&amp;quot; , &amp;quot;helvetica&amp;quot; , sans-serif;&quot;&gt;MANUAL DE DISEÑO PARA LA CONSTRUCCIÓN CON ACERO&lt;/span&gt;&lt;br /&gt;
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&lt;span style=&quot;font-family: &amp;quot;helvetica neue&amp;quot; , &amp;quot;arial&amp;quot; , &amp;quot;helvetica&amp;quot; , sans-serif;&quot;&gt;AHMSA&lt;/span&gt;&lt;br /&gt;
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&lt;span style=&quot;font-family: &amp;quot;helvetica neue&amp;quot; , &amp;quot;arial&amp;quot; , &amp;quot;helvetica&amp;quot; , sans-serif;&quot;&gt;DESCARGAR POR:&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;color: white;&quot;&gt;Roberto Rochel Awad&lt;/span&gt;&lt;/h1&gt;
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Enlaces actualizados ABRIL 2020&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/3448939149702544473/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2016/05/blog-post_17.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/3448939149702544473'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/3448939149702544473'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2016/05/blog-post_17.html' title=''/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiSvq-4MVJwFViVcK5MPsMzjezyy-f951nqDD3R1i2UTsMhTU2BFDVBlruYGxWt2eEFSrlfTrKzwRybVMds8LFlE7WM0sj2-FCs2WLWuR1DanRls9xnMdi8JEkBYGKfKme14DlKOrnb4ot5/s72-c/Manual-de-Uso-Microsoft-Project-2010.jpg" height="72" width="72"/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-6955786602166021228</id><published>2016-05-17T09:23:00.000-05:00</published><updated>2016-05-17T09:58:58.999-05:00</updated><title type='text'></title><content type='html'>&lt;br /&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;background-color: rgba(0 , 0 , 0 , 0.0196078); color: #666666; font-family: &amp;quot;source_sans_proregular&amp;quot; , &amp;quot;arial&amp;quot;; line-height: 24px; white-space: nowrap;&quot;&gt;&lt;span style=&quot;font-size: x-large;&quot;&gt;Manual SAP 2000&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;br /&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;a href=&quot;http://adf.ly/1aMbFn&quot; target=&quot;_blank&quot;&gt;&lt;img src=&quot;http://image.slidesharecdn.com/manualsap2000-150617192345-lva1-app6892/95/manual-sap2000-1-638.jpg?cb=1434569657&quot; height=&quot;640&quot; width=&quot;492&quot; /&gt;&lt;/a&gt;&lt;/div&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;helvetica neue&amp;quot; , &amp;quot;arial&amp;quot; , &amp;quot;helvetica&amp;quot; , sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;helvetica neue&amp;quot; , &amp;quot;arial&amp;quot; , &amp;quot;helvetica&amp;quot; , sans-serif;&quot;&gt;DESCARGAR&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;helvetica neue&amp;quot; , &amp;quot;arial&amp;quot; , &amp;quot;helvetica&amp;quot; , sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;helvetica neue&amp;quot; , &amp;quot;arial&amp;quot; , &amp;quot;helvetica&amp;quot; , sans-serif;&quot;&gt;&lt;a href=&quot;http://ouo.io/W4Esp&quot; target=&quot;_blank&quot;&gt;OPCIÓN 1&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;helvetica neue&amp;quot; , &amp;quot;arial&amp;quot; , &amp;quot;helvetica&amp;quot; , sans-serif;&quot;&gt;&lt;a href=&quot;http://adf.ly/1aMbFn&quot; target=&quot;_blank&quot;&gt;OPCIÓN 2&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/6955786602166021228/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2016/05/blog-post.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/6955786602166021228'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/6955786602166021228'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2016/05/blog-post.html' title=''/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-1314989922791658223</id><published>2014-09-29T10:12:00.000-05:00</published><updated>2014-09-29T10:12:24.516-05:00</updated><title type='text'>REGLAMENTO INTERNO DEL INSTITUTO POLITÉCNICO NACIONAL 2014</title><content type='html'>REGLAMENTO INTERNO DEL INSTITUTO POLITÉCNICO NACIONAL 2014&lt;br /&gt;
&lt;br /&gt;
24 DE SEPTIEMBRE DE 2014&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;a href=&quot;https://drive.google.com/file/d/0B9iICDI90GuwcUttNFlLRldvTGs/edit?usp=sharing&quot;&gt;REGLAMENTO INTERNO DEL INSTITUTO POLITÉCNICO NACIONAL&lt;/a&gt; DESCARGAR VIA GOOGLE DRIVE</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/1314989922791658223/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/09/reglamento-interno-del-instituto.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/1314989922791658223'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/1314989922791658223'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/09/reglamento-interno-del-instituto.html' title='REGLAMENTO INTERNO DEL INSTITUTO POLITÉCNICO NACIONAL 2014'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-8299313893836238684</id><published>2014-05-07T23:30:00.004-05:00</published><updated>2014-05-07T23:30:37.204-05:00</updated><title type='text'>PRONTUARIO, CARACTERÍSTICAS TÉCNICAS DE LOS TERRENOS Y CIMENTACIONES ADECUADAS A LOS MISMOS</title><content type='html'>&lt;div dir=&quot;ltr&quot; style=&quot;text-align: left;&quot; trbidi=&quot;on&quot;&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;a href=&quot;http://www.linkbucks.com/Xhoi&quot;&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;PRONTUARIO, CARACTERÍSTICAS TÉCNICAS DE LOS TERRENOS Y CIMENTACIONES ADECUADAS A LOS MISMOS&lt;/span&gt;&lt;/a&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;a href=&quot;http://www.linkbucks.com/Xhoi&quot;&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;DESCARGAR&lt;/span&gt;&lt;/a&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;Los links dan a una pagina de publicidad (ignorarla)&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&amp;nbsp;esperar 5 segundos&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;y dar click en el botón que esta en la parte&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;superior derecha que dice siguiente&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;para descargar vía Bitcasa o mediafire&lt;/span&gt;&lt;/div&gt;
&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/8299313893836238684/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/prontuario-caracteristicas-tecnicas-de.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/8299313893836238684'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/8299313893836238684'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/prontuario-caracteristicas-tecnicas-de.html' title='PRONTUARIO, CARACTERÍSTICAS TÉCNICAS DE LOS TERRENOS Y CIMENTACIONES ADECUADAS A LOS MISMOS'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-6851094004827301796</id><published>2014-05-07T23:21:00.002-05:00</published><updated>2023-08-22T10:53:12.295-06:00</updated><title type='text'>ABC-ABM, GESTION DE COSTOS POR ACTIVIDADES,E. BENDERSKY</title><content type='html'>&lt;div dir=&quot;ltr&quot; style=&quot;text-align: left;&quot; trbidi=&quot;on&quot;&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;a href=&quot;http://www.mediafire.com/download/f9puqqs5pj6qpdy/(http-__ingenieria-civil09.blogspot.com)+abc_abm_-_gestion_de_costos_por_actividades_-_bendersky_-_costes.pdf&quot;&gt;&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;ABC-ABM, GESTION DE COSTOS POR ACTIVIDADES,E. BENDERSKY&lt;/span&gt;&lt;/a&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;a href=&quot;http://ouo.io/l1T5TO&quot;&gt;&lt;img height=&quot;400&quot; src=&quot;http://ecx.images-amazon.com/images/I/918b%2Bsh%2BSSL._SL1500_.jpg&quot; width=&quot;271&quot; /&gt;&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;DESCARGA DIRECTA&lt;/span&gt;&lt;br /&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;a href=&quot;http://www.mediafire.com/download/f9puqqs5pj6qpdy/(http-__ingenieria-civil09.blogspot.com)+abc_abm_-_gestion_de_costos_por_actividades_-_bendersky_-_costes.pdf&quot; target=&quot;_blank&quot;&gt;DESCARGAR&lt;/a&gt;&amp;nbsp;&lt;/span&gt;&lt;br /&gt;&lt;/div&gt;&lt;div style=&quot;text-align: center;&quot;&gt;&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;&lt;div style=&quot;text-align: center;&quot;&gt;&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot; style=&quot;color: red;&quot;&gt;&lt;b&gt;*ENLACES ACTUALIZADOS AGOSTO 2023&lt;/b&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/6851094004827301796/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/abc-abm-gestion-de-costos-por.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/6851094004827301796'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/6851094004827301796'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/abc-abm-gestion-de-costos-por.html' title='ABC-ABM, GESTION DE COSTOS POR ACTIVIDADES,E. BENDERSKY'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-1749672334776820003</id><published>2014-05-07T23:13:00.001-05:00</published><updated>2016-09-04T22:56:03.814-05:00</updated><title type='text'>AEROPUERTOS MODERNOS, Ingenierìa y Certificaciòn.</title><content type='html'>&lt;div dir=&quot;ltr&quot; style=&quot;text-align: left;&quot; trbidi=&quot;on&quot;&gt;
&lt;a href=&quot;http://ouo.io/ogODEe&quot;&gt;&lt;br /&gt;&lt;/a&gt;
&lt;br /&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;a href=&quot;http://ouo.io/ogODEe&quot;&gt;AEROPUERTOS MODERNOS,&amp;nbsp;&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;a href=&quot;http://ouo.io/ogODEe&quot;&gt;Ingenierìa y Certificaciòn.&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;
&lt;span style=&quot;background-color: white; color: #333333; font-size: 13px; line-height: 20.799999237060547px; text-align: center;&quot;&gt;&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp;Galíndez López, Demetrio, Solorio Aguirre, Antonio.&lt;/span&gt;&lt;/span&gt;&lt;br /&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;img src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEijg9AsPIByWYf4FUkUjFm0raajISZbJBxvLxYo3IvZhrj5NcgDrcVzRijrOSPmmt0r-LVeBvSbbsbfD66saFzDr2OpoAXJLk6sUhlFYYyJl595Ks6i66eH43b2AIicNwQcA5wkAbzeuuGU/s320/aeropuertosmod.jpg&quot; /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;DESCARGAS&lt;/span&gt;&lt;br /&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;a href=&quot;http://ouo.io/ogODEe&quot;&gt;OPCIÓN 1&lt;/a&gt;&lt;/span&gt;&lt;br /&gt;
&lt;br /&gt;
&lt;a href=&quot;http://adf.ly/1diA8W&quot;&gt;OPCIÓN 2&lt;/a&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;Los links dan a una pagina de publicidad (ignorarla)&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&amp;nbsp;esperar 5 segundos Y DA CLICK EN CONTINUAR&lt;/span&gt;&lt;br /&gt;
&lt;span style=&quot;font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;span style=&quot;color: lime; font-family: &amp;quot;trebuchet ms&amp;quot; , sans-serif;&quot;&gt;&lt;b&gt;*LINKS ACTUALIZADOS SEPTIEMBRE 2016&lt;/b&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/1749672334776820003/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/aeropuertos-modernos-ingenieria-y.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/1749672334776820003'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/1749672334776820003'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/aeropuertos-modernos-ingenieria-y.html' title='AEROPUERTOS MODERNOS, Ingenierìa y Certificaciòn.'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEijg9AsPIByWYf4FUkUjFm0raajISZbJBxvLxYo3IvZhrj5NcgDrcVzRijrOSPmmt0r-LVeBvSbbsbfD66saFzDr2OpoAXJLk6sUhlFYYyJl595Ks6i66eH43b2AIicNwQcA5wkAbzeuuGU/s72-c/aeropuertosmod.jpg" height="72" width="72"/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-5975728230844116066</id><published>2014-05-07T23:10:00.003-05:00</published><updated>2016-09-04T23:00:46.990-05:00</updated><title type='text'>CIMENTACIONES SUPERFICIALES Y ESTRUCTURAS DE CONTENCIÓN</title><content type='html'>&lt;div dir=&quot;ltr&quot; style=&quot;text-align: left;&quot; trbidi=&quot;on&quot;&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;a href=&quot;http://adf.ly/1diBOQ&quot;&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;CIMENTACIONES SUPERFICIALES&amp;nbsp;Y ESTRUCTURAS DE CONTENCIÓN&lt;/span&gt;&lt;/a&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;div class=&quot;separator&quot; style=&quot;clear: both; text-align: center;&quot;&gt;
&lt;a href=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEikgIryk_tfQsOMfrihJmURV78xJGIwyHEyY2pysVgyDySNlgtRQz_mNzNY3eJieZ24TWrOhVO0earcLP0VzdmDugrv0sSM29YiFBG7X9EMKbqUs8EoGphNeDycUqfQXHkCd6X66214rb6k/s1600/1.JPG&quot; imageanchor=&quot;1&quot; style=&quot;margin-left: 1em; margin-right: 1em;&quot;&gt;&lt;img border=&quot;0&quot; height=&quot;400&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEikgIryk_tfQsOMfrihJmURV78xJGIwyHEyY2pysVgyDySNlgtRQz_mNzNY3eJieZ24TWrOhVO0earcLP0VzdmDugrv0sSM29YiFBG7X9EMKbqUs8EoGphNeDycUqfQXHkCd6X66214rb6k/s400/1.JPG&quot; width=&quot;282&quot; /&gt;&lt;/a&gt;&lt;/div&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;DESCARGAS&lt;/span&gt;&lt;br /&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;a href=&quot;http://ouo.io/gCln3M&quot;&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;OPCIÓN 1&lt;/span&gt;&lt;/a&gt;&lt;br /&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;a href=&quot;http://adf.ly/1diBOQ&quot;&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;OPCIÓN 2&lt;/span&gt;&lt;/a&gt;&lt;/div&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;Los links dan a una pagina de publicidad (ignorarla)&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&amp;nbsp;esperar 5 segundos&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;span style=&quot;color: lime; font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;b&gt;LINKS ACTUALIZADOS SEPTIEMBRE 2016&lt;/b&gt;&lt;/span&gt;&lt;/div&gt;
&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/5975728230844116066/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/cimentaciones-superficiales-y.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/5975728230844116066'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/5975728230844116066'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/cimentaciones-superficiales-y.html' title='CIMENTACIONES SUPERFICIALES Y ESTRUCTURAS DE CONTENCIÓN'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEikgIryk_tfQsOMfrihJmURV78xJGIwyHEyY2pysVgyDySNlgtRQz_mNzNY3eJieZ24TWrOhVO0earcLP0VzdmDugrv0sSM29YiFBG7X9EMKbqUs8EoGphNeDycUqfQXHkCd6X66214rb6k/s72-c/1.JPG" height="72" width="72"/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-6044928755771613145</id><published>2014-05-07T23:06:00.001-05:00</published><updated>2023-02-07T02:14:00.716-06:00</updated><title type='text'>MECANICA DE MATERIALES, JAMES G.</title><content type='html'>&lt;div dir=&quot;ltr&quot; style=&quot;text-align: left;&quot; trbidi=&quot;on&quot;&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span face=&quot;Trebuchet MS, sans-serif&quot;&gt;&lt;a href=&quot;https://www.mediafire.com/file/xq17hbxyindt1ff/Mec%25C3%25A1nica_de_materiales%252C_7ma_Edici%25C3%25B3n_-_James_M._Gere.pdf/file&quot;&gt;MECANICA DE MATERIALES, JAMES G.&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;
&lt;br /&gt;
&lt;div class=&quot;separator&quot; style=&quot;clear: both; text-align: center;&quot;&gt;
&lt;a href=&quot;https://www.mediafire.com/file/xq17hbxyindt1ff/Mec%25C3%25A1nica_de_materiales%252C_7ma_Edici%25C3%25B3n_-_James_M._Gere.pdf/file&quot; target=&quot;_blank&quot;&gt;&lt;img border=&quot;0&quot; height=&quot;400&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEggjiRe29MluiWKwI9xrMD99OZ7PtUfGcHYr1iDPyQCEnBUPWWyuD3E_0J1TnGVGujv5YvMxTlyPpKw-ktQ3WoDfMDuNh7wirxXgEqYhFlsn-w9NXggQC89Urd2ttUFZ5tXY2uILOXYas0/s1600/James+Gere+Mec+Mat.jpg&quot; width=&quot;293&quot; /&gt;&lt;/a&gt;&lt;/div&gt;
&lt;div class=&quot;separator&quot; style=&quot;clear: both; text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;div class=&quot;separator&quot; style=&quot;clear: both; text-align: center;&quot;&gt;
&lt;a href=&quot;https://www.mediafire.com/file/xq17hbxyindt1ff/Mec%25C3%25A1nica_de_materiales%252C_7ma_Edici%25C3%25B3n_-_James_M._Gere.pdf/file&quot;&gt;&lt;span face=&quot;Trebuchet MS, sans-serif&quot;&gt;DESCARGAR&lt;/span&gt;&lt;/a&gt;&lt;/div&gt;
&lt;div class=&quot;separator&quot; style=&quot;clear: both; text-align: center;&quot;&gt;LINK DIRECTO PARA DESCARGAR 2023&lt;/div&gt;
&lt;br /&gt;&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/6044928755771613145/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/mecanica-de-materiales-james-g.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/6044928755771613145'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/6044928755771613145'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/mecanica-de-materiales-james-g.html' title='MECANICA DE MATERIALES, JAMES G.'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEggjiRe29MluiWKwI9xrMD99OZ7PtUfGcHYr1iDPyQCEnBUPWWyuD3E_0J1TnGVGujv5YvMxTlyPpKw-ktQ3WoDfMDuNh7wirxXgEqYhFlsn-w9NXggQC89Urd2ttUFZ5tXY2uILOXYas0/s72-c/James+Gere+Mec+Mat.jpg" height="72" width="72"/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-2747041646515713718</id><published>2014-05-07T23:02:00.001-05:00</published><updated>2014-05-07T23:02:05.480-05:00</updated><title type='text'>RESISTENCIA DE MATERIALES, LUIS ORTIZ BERROCAL</title><content type='html'>&lt;div dir=&quot;ltr&quot; style=&quot;text-align: left;&quot; trbidi=&quot;on&quot;&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;a href=&quot;http://www.linkbucks.com/XhLm&quot;&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;RESISTENCIA DE MATERIALES, LUIS ORTIZ BERROCAL&lt;/span&gt;&lt;/a&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;a href=&quot;http://www.linkbucks.com/XhLm&quot;&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;img height=&quot;400&quot; src=&quot;http://www.sibum.cl/img/libros_nuevos/2007resistencia%20de%20materiales.jpg&quot; width=&quot;280&quot; /&gt;&lt;/span&gt;&lt;/a&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;a href=&quot;http://www.linkbucks.com/XhLm&quot;&gt;DESCARGAR&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;los links dan a una pagina de publicidad (ignorarla)&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&amp;nbsp;esperar 5 segundos&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;y dar click en el botón que esta en la parte&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;superior derecha que dice siguiente&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;para descargar vía Bitcasa o mediafire&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/2747041646515713718/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/resistencia-de-materiales-luis-ortiz.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/2747041646515713718'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/2747041646515713718'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/resistencia-de-materiales-luis-ortiz.html' title='RESISTENCIA DE MATERIALES, LUIS ORTIZ BERROCAL'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-689564587011003526</id><published>2014-05-07T22:53:00.003-05:00</published><updated>2023-08-22T12:03:26.260-06:00</updated><title type='text'>RESISTENCIA DE MATERIALES TOMO I Y II, TIMOSHENKO</title><content type='html'>&lt;div dir=&quot;ltr&quot; style=&quot;text-align: left;&quot; trbidi=&quot;on&quot;&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;ENLACES ACTUALIZADOS 2023&lt;/div&gt;&lt;div style=&quot;text-align: center;&quot;&gt;SE QUITO LA PUBLICIDAD, LOS LINKS VAN DIRECTO&lt;/div&gt;&lt;div style=&quot;text-align: center;&quot;&gt;&lt;br /&gt;&lt;/div&gt;&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;a href=&quot;https://www.mediafire.com/download/zyr4m9bahqwc9xd/Timoshenko-resistencia_de_materiales-_tomo_I.pdf&quot;&gt;RESISTENCIA DE MATERIALES TOMO I, TIMOSHENKO&lt;/a&gt;&lt;/div&gt;
&lt;br /&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;a href=&quot;http://www.linkbucks.com/XhLD&quot;&gt;&lt;img height=&quot;400&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiSMp0HvUjpGkyHDqEEZh-wwYhWDWLWUtqNN7sLOF72LXfeqn0uOVacZQkQFL73TWo5EN4SfsNziS2AlGiAOwrx_-wq7YL_Ev1Eb3j_XqtnoqkDYAj_weBWJ3GsDxcs5z6c93J1uV9TsyM/s400/Timoshenko.jpg&quot; width=&quot;276&quot; /&gt;&lt;/a&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;DESCARGAR&lt;/span&gt;&lt;br /&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;span face=&quot;trebuchet ms, sans-serif&quot;&gt;&lt;a href=&quot;https://www.mediafire.com/download/zyr4m9bahqwc9xd/Timoshenko-resistencia_de_materiales-_tomo_I.pdf&quot; target=&quot;_blank&quot;&gt;MEDIAFIRE DIRECTO&lt;/a&gt;&lt;/span&gt;&lt;br /&gt;&lt;br /&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
-------------------------------------------------------------------------------------&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;&lt;a href=&quot;https://www.mediafire.com/download/2nj46ldnyo2cw6a/Timoshenko-resistencia_de_materiales-tomo_II.pdf&quot; target=&quot;_blank&quot;&gt;
RESISTENCIA DE MATERIALES TOMO II, TIMOSHENKO&lt;/a&gt;&lt;/div&gt;
&lt;br /&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;img height=&quot;400&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEimDG3Uoa_mYBAqth-XmlUaTkNH7-88jkA60fnKU5AQ2O_z0Ec2mU3smQ2KSDIj0yf2ct-_emcdjwH_5gu298ZePNzxtVRpg969W2f1F0X_On3z2rS4m6bc_FQWyXnxDu1e97CYc-a1rMk/s400/Timoshenko-resistencia-de-materialesII.jpg&quot; width=&quot;300&quot; /&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;br /&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;DESCARGAR&lt;/span&gt;&lt;br /&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;span face=&quot;trebuchet ms, sans-serif&quot;&gt;&lt;a href=&quot;https://www.mediafire.com/download/2nj46ldnyo2cw6a/Timoshenko-resistencia_de_materiales-tomo_II.pdf&quot; target=&quot;_blank&quot;&gt;MEDIAFIRE DIRECTO&lt;/a&gt;&lt;/span&gt;&lt;br /&gt;
&lt;span face=&quot;trebuchet ms, sans-serif&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;br /&gt;
&lt;span face=&quot;&amp;quot;trebuchet ms&amp;quot; , sans-serif&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;LINKS ACTUALIZADOS 2023&lt;/div&gt;
&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/689564587011003526/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/resistencia-de-materiales-tomo-i-y-ii.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/689564587011003526'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/689564587011003526'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/resistencia-de-materiales-tomo-i-y-ii.html' title='RESISTENCIA DE MATERIALES TOMO I Y II, TIMOSHENKO'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiSMp0HvUjpGkyHDqEEZh-wwYhWDWLWUtqNN7sLOF72LXfeqn0uOVacZQkQFL73TWo5EN4SfsNziS2AlGiAOwrx_-wq7YL_Ev1Eb3j_XqtnoqkDYAj_weBWJ3GsDxcs5z6c93J1uV9TsyM/s72-c/Timoshenko.jpg" height="72" width="72"/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-8104553530613873563</id><published>2014-05-06T04:02:00.001-05:00</published><updated>2014-05-06T04:03:09.646-05:00</updated><title type='text'>Underground Excavations in Rock, E. Hoek &amp; E. T. Brown </title><content type='html'>&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;background-color: #660000; color: white; font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;Underground Excavations in Rock&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;background-color: #660000; color: white; font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;E. Hoek &amp;amp; E. T. Brown&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;text-align: left;&quot;&gt;&lt;span style=&quot;background-color: #660000; color: white; font-family: Trebuchet MS, sans-serif;&quot;&gt;&amp;nbsp;Institution of Mining and Metallurgy (December 1980)&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;text-align: left;&quot;&gt;&lt;span style=&quot;background-color: #660000; color: white; font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;text-align: left;&quot;&gt;&lt;span style=&quot;background-color: #660000; color: white; font-family: Trebuchet MS, sans-serif;&quot;&gt;EN INGLES&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;background-color: white; text-align: left;&quot;&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;a href=&quot;http://www.goneviral.com/Wydy&quot; target=&quot;_blank&quot;&gt;&lt;img border=&quot;0&quot; src=&quot;http://www.mirarco.org/grc/books/sup_files/sup.jpg&quot; height=&quot;400&quot; width=&quot;271&quot; /&gt;&lt;/a&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;&lt;b&gt;&lt;a href=&quot;http://www.goneviral.com/Wydy&quot; target=&quot;_blank&quot;&gt;DESCARGAR&lt;/a&gt;&lt;/b&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;&lt;b&gt;&lt;br /&gt;&lt;/b&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;los links dan a una pagina de publicidad (ignorarla&lt;/span&gt;&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;)&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;&amp;nbsp;esperar 5 segundos&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;background-color: #441500; color: #ffeedd; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 20.285999298095703px; text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;y dar click en el botón que esta en la parte&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;superior derecha que dice siguiente&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;para descargar vía&amp;nbsp;&lt;b&gt;&lt;span style=&quot;color: #38761d;&quot;&gt;Bitcasa&lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/div&gt;
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</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/8104553530613873563/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/underground-excavations-in-rock-e-hoek.html#comment-form' title='1 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/8104553530613873563'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/8104553530613873563'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/underground-excavations-in-rock-e-hoek.html' title='Underground Excavations in Rock, E. Hoek &amp; E. T. Brown '/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><thr:total>1</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-2381177462187618153</id><published>2014-05-06T03:47:00.002-05:00</published><updated>2014-05-06T03:47:25.823-05:00</updated><title type='text'>TÚNELES Y OBRAS SUBTERRANEAS, Sika S.A.U.</title><content type='html'>&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;TÚNELES Y OBRAS SUBTERRANEAS&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;Sika S.A.U.&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: x-small;&quot;&gt;LIBRO DIGITAL DE GRAN CALIDAD&lt;/span&gt;&lt;/div&gt;
&lt;br /&gt;
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&lt;a href=&quot;http://www.dyo.gs/WyNI&quot; target=&quot;_blank&quot;&gt;&lt;img border=&quot;0&quot; src=&quot;https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiUqRzi6lZsdrhgvZCoYmmKx6YkRZR8eFuGf9-m2k2p3LRbOXmEUgNjQFeCedykbYTln3F0PeWDAGw54WWd6vuJrQOplcl6rsvxDvH9FhmHrnRyKX_U_GBXxyeI-58injoSZUG_TBwmMLiW/s1600/TUNELES+U+OBRAS+SUBTERRANEAS.png&quot; height=&quot;640&quot; width=&quot;435&quot; /&gt;&lt;/a&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;&lt;a href=&quot;http://www.dyo.gs/WyNI&quot; target=&quot;_blank&quot;&gt;DESCARGAR&amp;nbsp;&lt;/a&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;los links dan a una pagina de publicidad (ignorarla&lt;/span&gt;&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;)&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;&amp;nbsp;esperar 5 segundos&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;background-color: #441500; color: #ffeedd; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 20.285999298095703px; text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;y dar click en el botón que esta en la parte&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;background-color: #441500; color: #ffeedd; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 20.285999298095703px; text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;superior derecha que dice siguiente&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;background-color: #441500; color: #ffeedd; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 20.285999298095703px; text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;para descargar vía&amp;nbsp;&lt;b&gt;&lt;span style=&quot;color: #38761d;&quot;&gt;Bitcasa&lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/div&gt;
&lt;br /&gt;</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/2381177462187618153/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/tuneles-y-obras-subterraneas-sika-sau.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/2381177462187618153'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/2381177462187618153'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/tuneles-y-obras-subterraneas-sika-sau.html' title='TÚNELES Y OBRAS SUBTERRANEAS, Sika S.A.U.'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiUqRzi6lZsdrhgvZCoYmmKx6YkRZR8eFuGf9-m2k2p3LRbOXmEUgNjQFeCedykbYTln3F0PeWDAGw54WWd6vuJrQOplcl6rsvxDvH9FhmHrnRyKX_U_GBXxyeI-58injoSZUG_TBwmMLiW/s72-c/TUNELES+U+OBRAS+SUBTERRANEAS.png" height="72" width="72"/><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-7744167060607153458</id><published>2014-05-06T03:34:00.002-05:00</published><updated>2014-05-06T03:34:34.491-05:00</updated><title type='text'>Métodos para en Análisis de Estructuras Sujetas a Fuerza Sísmicas Laterales</title><content type='html'>&lt;br /&gt;
&lt;br /&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;Métodos para en Análisis de Estructuras Sujetas a Fuerza Sísmicas Laterales&lt;/span&gt;&lt;br /&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;Ing. Julio Casal&lt;/span&gt;&lt;br /&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif; font-size: large;&quot;&gt;Argentina.&lt;/span&gt;&lt;br /&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;los links dan a una pagina de publicidad (ignorarla&lt;/span&gt;&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;)&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;&amp;nbsp;esperar 5 segundos&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;background-color: #441500; color: #ffeedd; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 20.285999298095703px; text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;y dar click en el botón que esta en la parte&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;background-color: #441500; color: #ffeedd; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 20.285999298095703px; text-align: center;&quot;&gt;
&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;superior derecha que dice siguiente&amp;nbsp;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;para descargar vía&amp;nbsp;&lt;b&gt;&lt;span style=&quot;color: #38761d;&quot;&gt;Bitcasa&lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/7744167060607153458/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/metodos-para-en-analisis-de-estructuras.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/7744167060607153458'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/7744167060607153458'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/metodos-para-en-analisis-de-estructuras.html' title='Métodos para en Análisis de Estructuras Sujetas a Fuerza Sísmicas Laterales'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><thr:total>0</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-2204020906810046839</id><published>2014-05-06T03:24:00.004-05:00</published><updated>2023-08-22T10:37:09.864-06:00</updated><title type='text'>INGENIERIA DE COSTAS, FRÍAS MRENO</title><content type='html'>&lt;div style=&quot;background-color: white; border: 0px; box-sizing: border-box; clear: left; outline: 0px; padding: 20px 0px 0px; text-align: center; vertical-align: baseline;&quot;&gt;
&lt;span style=&quot;background-color: transparent; font-family: &amp;quot;Trebuchet MS&amp;quot;, sans-serif; font-size: x-large;&quot;&gt;&lt;b&gt;Ingeniería de Costas&lt;/b&gt;&lt;/span&gt;&lt;/div&gt;
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</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/2204020906810046839/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/ingenieria-de-costas-frias-mreno.html#comment-form' title='17 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/2204020906810046839'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/2204020906810046839'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/05/ingenieria-de-costas-frias-mreno.html' title='INGENIERIA DE COSTAS, FRÍAS MRENO'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgCKMBQ2mF4CKHUJKzhhFJqZVfO2d_9uJIvQ-_VFf2kkpgXgqOhihzpeM2hK0u5Z-NEq9iNjUbmZ2u0zmsdwy6mdEAw9KVggN02feR8zE3BMvTYr6IJY0M1U1ukKV14OYPTHzovUbImAKw2/s72-c/INGENIERIA+DE+COSTAS.jpg" height="72" width="72"/><thr:total>17</thr:total></entry><entry><id>tag:blogger.com,1999:blog-4283746434718717066.post-7050287831553646701</id><published>2014-03-06T00:48:00.003-06:00</published><updated>2014-03-06T00:51:44.823-06:00</updated><title type='text'>Aspectos fundamentales del concreto reforzado.</title><content type='html'>&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;h2&gt;
&lt;span style=&quot;font-size: large;&quot;&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;Aspectos fundamentales&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;del concreto reforzado&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/h2&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;CUARTA EDICIÓN&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;Óscar M. González Cuevas&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;Francisco Robles Fernández-Villegas t&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;Profesores de la&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;Universidad Autónoma Metropolitana&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;(Azcapotzalco)&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;Editorial LlMusA&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;NORIEGA EDITORES&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;b&gt;MÉXICO España Venezuela Colombia&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;&lt;br /&gt;&lt;/span&gt;
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&lt;a href=&quot;https://www.libreria.uson.mx/images/9789681864460.jpg&quot; imageanchor=&quot;1&quot; style=&quot;margin-left: 1em; margin-right: 1em;&quot;&gt;&lt;img border=&quot;0&quot; height=&quot;400&quot; src=&quot;https://www.libreria.uson.mx/images/9789681864460.jpg&quot; width=&quot;302&quot; /&gt;&lt;/a&gt;&lt;/div&gt;
&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/div&gt;
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&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Contenido&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP/TULO 1 LAS ESTRUCTURAS DE CONCRETO 13&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1.1 El diseño estructural&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1.2 Las estructuras de concreto&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1.3 Características acción-respuesta de elementos de concreto&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1.4 Las acciones&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1.5 El análisis de estructuras de concreto reforzado&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1.6 El dimensionamiento de elementos de concreto reforzado&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1.7 Diseño por estados límite&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 2 CARACTER(STICAS GENERALES DEL CONCRETO Y DEL ACERO 31&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;2.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;2.2 Características esfuerzo-deformación del concreto simple&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;2.3 Efectos del tiempo en el concreto endurecido&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;2.4 Fatiga&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;2.5 Módulos elásticos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;2.6 Deformaciones por cambios de temperatura&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;2.7 Algunas características de los aceros de refuerzo&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 3 (NDICES DE RESISTENCIA Y CONTROL DE CALIDAD 53&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;3.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;3.2 índices de resistencia&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;3.3 Evaluación de datos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;3.4 Control de calidad&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 4 ELEMENTOS SUJETOS A CARGA AXIAL 65&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;4.1 Introducción 65&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;4.2 Comportamiento, modos de falla y resistencia de elementos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;sujetos a compresión axial 65&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;4.3 Elementos sujetos a tensión axial 70&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;4.4 Ejemplos de cálculos de resistencia de columnas cortas bajo carga axial 70&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;5.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;5.2 Comportamiento y modos de falla de elementos sujetos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;a flexión simple&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;8 Contenido&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;5.3 Resistencia de elementos sujetos a flexión simple&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;5.4 Determinación de la relación balanceada&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;5.5 Flexión asimétrica&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;5.6 Procedimiento general y comentarios sobre las hipótesis&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;simplificadoras para cálculos de resistencias&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 6 FLEXI~N Y CARGA AXlAL&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;6.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;6.2 Comportamiento y modos de falla de elementos sujetos a&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;flexocompresión&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;6.3 Cálculo de resistencia&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;6.4 Elementos con dos planos de simetría sujetos a carga axial y&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;flexión en un plano cualquiera&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;6.5 Elementos sin planos de simetría sujetos a carga axial y flexión&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;en un plano culaquiera&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;6.6 Flexotensión&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 7 ELEMENTOS SUJETOS A FUERZA CORTANTE&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;7.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;7.2 Comportamiento y modos de falla&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;7.3 Mecanismos de falla por cortante&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;7.4 Efectos de las variables en la carga de agrietamiento&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;7.5 Efectos de las variables sobre la resistencia&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;7.6 Expresiones para evaluar la resistencia a efectos de fuerza cortante&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;7.7 Ejemplos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 8 RESISTENCIA DE ELEMENTOS SUJETOS A TORSI~N&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Sistemas estructurales con efectos importantes de torsión&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Torsión simple&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Torsión y flexión&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Torsión y cortante&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Superficies de interacción torsión-flexión-cortante&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Torsión y carga axial&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Expresiones de los reglamentos para valuar la resistencia&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;a efectos de torsión&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Ejemplos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 9 ADHERENCIA Y ANCLAJE&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;9.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;9.2 Adherencia en anclaje&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;9.3 Adherencia en flexión&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Contenido 9&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Naturaleza de la adherencia&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Estudios experimentales de adherencia. Longitudes de anclaje&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;o desarrollo&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Normas para longitudes de desarrollo&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Ganchos estándar&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Desarrollo del acero positivo en los apoyos libres de vigas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;y en los puntos de inflexión&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Desarrollo del acero negativo en vigas empotradas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;y en vigas continuas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Empalme de barras&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Corte y doblado de barras&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Anclaje del refuerzo transversal&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Ejemplos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 10 AGRIETAMIENTO&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Formación y desarrollo de grietas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Mecanismos de agrietamiento&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Expresiones para la predicción de agrietamiento&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Agrietamiento en losas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Anchos permisibles de grietas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Sección transformada&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Recomendaciones sobre agrietamiento de diversos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;reglamentos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Ejemplos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 1 1 DEFLEXIONES&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;11.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;11.2 Deflexiones bajo cargas de servicio de corta duración&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;11.3 Deflexiones bajo cargas de servicio de larga duración&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;(deflexiones diferidas)&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;11.4 Deflexiones permisibles&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;11.5 Ejemplos de cálculos de deflexiones&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 12 MÉNSULAS Y VIGAS DE GRAN REMATE&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;12.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;12.2 Ménsulas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;12.3 Vigas de gran peralte&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 1 3 EFECTOS DE ESBELTEZ&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;13.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;13.2 Comportamiento y variables principales&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;10 Contenido&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;13.3 Métodos de dimensionamiento&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1 3.4 Cálculo de los efectos de esbeltez&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;13.5 Ejemplos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 14 DlMENSlONAMlENTO DE VIGAS&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;14.1 El dimensionamiento de elementos de concreto reforzado&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;14.2 Recomendaciones generales para el dimensionamiento&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;de vigas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;14.3 Dimensionamiento de secciones sujetas a flexión&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;14.4 Dimensionamiento de vigas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 15 DlMENSlONAMlENTO DE COLUMNAS&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;15.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;15.2 Recomendaciones para el dimensionamiento&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;de columnas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;15.3 Ayudas de diseño para el dimensionamiento&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;de columnas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;15.4 Ejemplos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 16 LOSAS EN UNA DIRECCI~N&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;16.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;16.2 Comportamiento y dimensionamiento&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;16.3 Ejemplo de diseño de una losa con carga uniformemente&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;distribuida&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;16.4 Cargas concentradas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;16.5 Ejemplo de diseño de una losa con carga distribuida&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;y carga concentrada&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 1 7 LOSAS APOYADAS PERIMETRALMENTE&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;17.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1 7.2 Comportamiento y modos de falla&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;17.3 Análisis de losas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;17.4 Dimensionamiento de losas apoyadas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;perimetralmente&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1 7.5 Ejemplo de diseño&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 1 8 LONAS PLANAS&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;18.1 Introducción y definiciones&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;18.2 Comportamiento y dimensionamiento&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;18.3 Ejemplo de dimensionamiento por el método de la estructura&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;equivalente (NTC-04)&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;Contenido 11&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 19 MÉTODO GENERALIZADO PARA EL DISEÑO DE LOSAS APOYADAS&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;PERIMETRALMENTE Y DE LOSAS PLANAS&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;19.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;19.2 Comportamiento de sistemas de piso. Variables principales&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;1 9.3 Método directo&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;19.4 Ejemplo de diseño con el método directo&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;19.5 Método de la estructura equivalente&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;19.6 Ejemplo de diseño con el método de la estructura equivalente&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;19.7 Comentarios sobre el método de la estructura equivalente&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;CAP~TULO 20 ASPECTOS PARTICULARES DEL DETALLADO DEL REFUERZO&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;20.1 Introducción&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;20.2 Cambios de dirección de las fuerzas internas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;20.3 Detalles de esquina&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;20.4 Detalles especiales en estructuras expuestas a acciones sísmicas&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;text-align: left;&quot;&gt;
&lt;span style=&quot;font-family: Trebuchet MS, sans-serif;&quot;&gt;&lt;span style=&quot;font-size: 14px; line-height: 15.552599906921387px;&quot;&gt;20.5 Ejemplos&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;/div&gt;
&lt;span style=&quot;background-color: white;&quot;&gt;&lt;/span&gt;&lt;br /&gt;
&lt;div style=&quot;text-align: right;&quot;&gt;
&lt;span style=&quot;background-color: white;&quot;&gt;&lt;span style=&quot;font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 20.285999298095703px;&quot;&gt;&lt;br /&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;span style=&quot;background-color: white;&quot;&gt;
&lt;/span&gt;&lt;br /&gt;
&lt;div style=&quot;font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 20.285999298095703px; text-align: center;&quot;&gt;
&lt;span lang=&quot;ES&quot; style=&quot;line-height: 15.552599906921387px;&quot;&gt;&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif;&quot;&gt;&lt;b&gt;&lt;span style=&quot;background-color: white; font-size: medium;&quot;&gt;&lt;a href=&quot;http://adf.ly/eSvpa&quot;&gt;DESCARGAR&lt;/a&gt;&lt;/span&gt;&lt;/b&gt;&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;div style=&quot;font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 20.285999298095703px; text-align: center;&quot;&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span style=&quot;background-color: white; font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;los links dan a&amp;nbsp;adf.ly esperar 5 segundos&lt;/span&gt;&lt;/div&gt;
&lt;span lang=&quot;ES&quot; style=&quot;background-color: white; line-height: 15.552599906921387px;&quot;&gt;&lt;/span&gt;&lt;br /&gt;
&lt;div style=&quot;text-align: center;&quot;&gt;
&lt;span lang=&quot;ES&quot; style=&quot;background-color: white; line-height: 15.552599906921387px;&quot;&gt;&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;y dar click en el botón que esta en la parte&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;span lang=&quot;ES&quot; style=&quot;background-color: white; line-height: 15.552599906921387px;&quot;&gt;
&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;&lt;div style=&quot;text-align: center;&quot;&gt;
superior derecha que dice siguiente&amp;nbsp;&lt;/div&gt;
&lt;/span&gt;&lt;span style=&quot;font-family: &#39;Trebuchet MS&#39;, sans-serif; line-height: 20px; text-align: start;&quot;&gt;&lt;div style=&quot;text-align: center;&quot;&gt;
para descargar vía&amp;nbsp;&lt;b&gt;&lt;span style=&quot;color: #38761d;&quot;&gt;Bitcasa&lt;/span&gt;&lt;/b&gt;&lt;/div&gt;
&lt;/span&gt;&lt;/span&gt;&lt;/div&gt;
&lt;/div&gt;
</content><link rel='replies' type='application/atom+xml' href='http://ingenieriacivilesia.blogspot.com/feeds/7050287831553646701/comments/default' title='Enviar comentarios'/><link rel='replies' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/03/aspectos-fundamentales-del-concreto.html#comment-form' title='0 comentarios'/><link rel='edit' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/7050287831553646701'/><link rel='self' type='application/atom+xml' href='http://www.blogger.com/feeds/4283746434718717066/posts/default/7050287831553646701'/><link rel='alternate' type='text/html' href='http://ingenieriacivilesia.blogspot.com/2014/03/aspectos-fundamentales-del-concreto.html' title='Aspectos fundamentales del concreto reforzado.'/><author><name>Berlin</name><uri>http://www.blogger.com/profile/14157630648879268003</uri><email>noreply@blogger.com</email><gd:image rel='http://schemas.google.com/g/2005#thumbnail' width='32' height='32' src='//blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEisUfm6BnjGio90YtXrdNNmcqvJidNK7B5kArku-Jlw2mNHS9JLT6hyiLtLk0K6KG6RfLuU10bx-1qTa3lue1kmzZuHN0lLnrQ4q8HXeryvyCVXWGdbbz_R7ek-kH9nmUk/s113/esia_zaca.jpg'/></author><thr:total>0</thr:total></entry></feed>