<?xml version="1.0" encoding="ISO-8859-1"?><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<front>
<journal-meta>
<journal-id>2007-6835</journal-id>
<journal-title><![CDATA[Revista ALCONPAT]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. ALCONPAT]]></abbrev-journal-title>
<issn>2007-6835</issn>
<publisher>
<publisher-name><![CDATA[Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción A.C.]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-68352020000300005</article-id>
<article-id pub-id-type="doi">10.21041/ra.v10i3.432</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[An analytical model for the design of corner combined footings]]></article-title>
<article-title xml:lang="pt"><![CDATA[Um modelo analítico para projeto de sapata de canto combinadas]]></article-title>
<article-title xml:lang="es"><![CDATA[Un modelo analítico para el diseño de zapatas combinadas de esquina]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Luévanos Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[López Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Medina Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Sandoval Rivas]]></surname>
<given-names><![CDATA[R. l]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Farías Montemayor]]></surname>
<given-names><![CDATA[O. M.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Coahuila Instituto de Investigaciones Multidisciplinarias ]]></institution>
<addr-line><![CDATA[Torreón Coahuila]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2020</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2020</year>
</pub-date>
<volume>10</volume>
<numero>3</numero>
<fpage>317</fpage>
<lpage>335</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352020000300005&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352020000300005&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352020000300005&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract This work shows an analytical model for the design of corner combined footings subjected to an axial load and two orthogonal flexural moments per each column. It considers the real pressure on the ground below of the footing, and the methodology is based on the principle that the integration of the shear force is the moment. The current design considers the maximum pressure at all contact points. This model is verified by equilibrium of shear forces and moments. The application of the model is presented by means of a numerical example. Therefore, the proposed model is the most appropriated, because it generates better quality control in the resources used.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Este trabalho apresenta um modelo analítico para o dimensionamento de sapatas angulares combinadas submetidas a uma carga axial e dois momentos fletores ortogonais para cada pilar que leva em consideração a pressão real do solo sob a sapata, e a metodologia é baseada no princípio de que a integração da força cortante é o momento. O projeto atual considera a pressão máxima em todos os pontos de contato. Este modelo é verificado pelo equilíbrio das forças de cisalhamento e momentos. A aplicação do modelo é apresentada por meio de um exemplo numérico. Portanto, o modelo proposto é o mais adequado, pois gera um melhor controle de qualidade dos recursos utilizados.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Este trabajo muestra un modelo analítico para el diseño de zapatas combinadas de esquina sometidas a una carga axial y dos momentos flexionantes ortogonales por cada columna. El modelo toma en cuenta la presión real del suelo debajo de la zapata, y la metodología se basa en el principio de que la integración de la fuerza de corte es el momento. El diseño actual considera la presión máxima en todos los puntos de contacto. Este modelo se verifica por equilibrio de fuerzas de corte y momentos. La aplicación del modelo se presenta por medio de un ejemplo numérico. Por lo tanto, el modelo propuesto es el más apropiado, ya que genera un mejor control de calidad en los recursos utilizados.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[corner combined footings]]></kwd>
<kwd lng="en"><![CDATA[analytical model for design]]></kwd>
<kwd lng="en"><![CDATA[flexural moments]]></kwd>
<kwd lng="en"><![CDATA[flexural shearing]]></kwd>
<kwd lng="en"><![CDATA[punching shearing]]></kwd>
<kwd lng="pt"><![CDATA[sapatas combinadas de canto]]></kwd>
<kwd lng="pt"><![CDATA[modelo analítico para projeto]]></kwd>
<kwd lng="pt"><![CDATA[momentos de flexão]]></kwd>
<kwd lng="pt"><![CDATA[cisalhamento por flexão]]></kwd>
<kwd lng="pt"><![CDATA[cisalhamento por punção]]></kwd>
<kwd lng="es"><![CDATA[zapatas combinadas de esquina]]></kwd>
<kwd lng="es"><![CDATA[modelo analítico para diseño]]></kwd>
<kwd lng="es"><![CDATA[momentos flexionantes]]></kwd>
<kwd lng="es"><![CDATA[cortante por flexión]]></kwd>
<kwd lng="es"><![CDATA[cortante por penetración]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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