<?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>S2007-68352016000200173</article-id>
<article-id pub-id-type="doi">10.21041/ra.v6i2.137</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Un nuevo modelo para diseño de zapatas combinadas rectangulares de lindero con dos lados opuestos restringidos]]></article-title>
<article-title xml:lang="en"><![CDATA[A new model for the design of rectangular combined boundary footings with two restricted opposite sides]]></article-title>
<article-title xml:lang="pt"><![CDATA[Um novo modelo para o projeto de sapatas associadas retangulares de divisa com dois lados opostos restringidos]]></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-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Juárez del Estado de Durango Facultad de ingeniería, Ciencias y Arquitectura ]]></institution>
<addr-line><![CDATA[Gómez Palacio Durango]]></addr-line>
<country>México</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2016</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2016</year>
</pub-date>
<volume>6</volume>
<numero>2</numero>
<fpage>173</fpage>
<lpage>189</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352016000200173&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352016000200173&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352016000200173&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: Este documento presenta un nuevo modelo para diseño de zapatas combinadas rectangulares de lindero con dos lados opuestos restringidos tomando en cuenta la presión real del suelo sobre la superficie de contacto de la zapata para obtener: Los momentos alrededor de ejes longitudinales paralelos al eje &#8220;Y-Y&#8221;; Los momentos alrededor de ejes transversales paralelos al eje &#8220;X-X&#8221;; La fuerza cortante unidireccional (Cortante por flexión); La fuerza cortante bidireccional (cortante por penetración) para las dos columnas. La presión real del suelo se presenta en función de los elementos mecánicos que actúan en cada columna (P, Mx, y My). El enfoque matemático sugerido en este trabajo produce resultados que tienen una exactitud tangible para encontrar la solución más económica.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract: This document presents a new model for the design of rectangular combined boundary footings with two restricted opposite sides, taking into consideration the real pressure of the ground on the contact surface of the footing in order to obtain: the moments around the longitudinal axes parallel to axis &#8220;Y-Y&#8221;; the moments around the transversal axes parallel to the &#8220;X-X&#8221; axis; the unidirectional shear force (Flexural shearing); and the bi-directional shear force (penetration shearing) for the two columns. The real pressure of the ground is presented in terms of the mechanical elements that act on each column (P, Mx, and My). The mathematical approach suggested in this work gives results with a tangible preciseness in order to find the most economical solution.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo: Este trabalho apresenta um novo modelo de projeto de sapatas associadas retangulares de divisa com dois lados opostos restringidos, tendo em conta a pressão real do solo na superfície de contato da sapata para obter: os momentos em torno dos eixos longitudinais paralelos ao eixo &#8220;Y-Y&#8221;; os momentos em torno eixos transversais paralelos ao eixo &#8220;X-X&#8221;; A força cortante unidirecional (cortante por flexão); A força cortante bidirecional (puncionamento) para os dois pilares. A pressão real do solo é apresentada em termos de elementos mecânicos que atuam em cada pilar (P, Mx, e My). A abordagem matemática sugerida neste trabalho produz resultados que têm uma precisão tangível para encontrar a solução mais econômica.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[diseño de zapatas]]></kwd>
<kwd lng="es"><![CDATA[zapatas combinadas rectangulares de lindero]]></kwd>
<kwd lng="es"><![CDATA[momentos]]></kwd>
<kwd lng="es"><![CDATA[fuerza cortante unidireccional (cortante por flexión)]]></kwd>
<kwd lng="es"><![CDATA[fuerza cortante bidireccional (cortante por penetración)]]></kwd>
<kwd lng="en"><![CDATA[footing design]]></kwd>
<kwd lng="en"><![CDATA[rectangular combined boundary footings]]></kwd>
<kwd lng="en"><![CDATA[moments]]></kwd>
<kwd lng="en"><![CDATA[unidirectional shearing force (flexural shearing)]]></kwd>
<kwd lng="en"><![CDATA[bi-directional shearing force (penetration shearing)]]></kwd>
<kwd lng="pt"><![CDATA[projeto de sapatas]]></kwd>
<kwd lng="pt"><![CDATA[sapatas associadas retangulares de divisa]]></kwd>
<kwd lng="pt"><![CDATA[momentos]]></kwd>
<kwd lng="pt"><![CDATA[força cortante unidirecional (cortante por flexão)]]></kwd>
<kwd lng="pt"><![CDATA[força cortante bidirecional (puncionamento)]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="book">
<collab>ACI</collab>
<source><![CDATA[Building Code Requirements for Structural Concrete and Commentary]]></source>
<year>2013</year>
<publisher-loc><![CDATA[New York, USA ]]></publisher-loc>
<publisher-name><![CDATA[American Concrete Institute, Committee]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bowles]]></surname>
<given-names><![CDATA[J. E.]]></given-names>
</name>
</person-group>
<source><![CDATA[Engineering properties of soils and their measurement]]></source>
<year>1970</year>
<publisher-loc><![CDATA[New York, USA ]]></publisher-loc>
<publisher-name><![CDATA[McGraw-Hill]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bowles]]></surname>
<given-names><![CDATA[J. E.]]></given-names>
</name>
</person-group>
<source><![CDATA[Foundation analysis and design]]></source>
<year>1996</year>
<publisher-loc><![CDATA[New York, USA ]]></publisher-loc>
<publisher-name><![CDATA[McGraw-Hill]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Calavera-Ruiz]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Cálculo de estructuras de cimentación]]></source>
<year>2000</year>
<publisher-loc><![CDATA[Distrito Federal, México ]]></publisher-loc>
<publisher-name><![CDATA[Intemac ediciones]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Das]]></surname>
<given-names><![CDATA[B. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Sordo-Zabay]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Arrioja-Juárez]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Principios de Ingeniería de Cimentaciones]]></source>
<year>2006</year>
<publisher-loc><![CDATA[Distrito Federal, México ]]></publisher-loc>
<publisher-name><![CDATA[Cengage Learning Latín América]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Gere]]></surname>
<given-names><![CDATA[J. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Goodo]]></surname>
<given-names><![CDATA[B. J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Mecánica de materiales]]></source>
<year>2009</year>
<publisher-loc><![CDATA[Distrito Federal, México ]]></publisher-loc>
<publisher-name><![CDATA[Cengage Learning]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[González-Cuevas]]></surname>
<given-names><![CDATA[O. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Robles-Fernández-Villegas]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<source><![CDATA[Aspectos fundamentales del concreto reforzado]]></source>
<year>2005</year>
<publisher-loc><![CDATA[Distrito Federal, México ]]></publisher-loc>
<publisher-name><![CDATA[Limusa]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kurian]]></surname>
<given-names><![CDATA[N. P.]]></given-names>
</name>
</person-group>
<source><![CDATA[Design of foundation systems]]></source>
<year>2005</year>
<publisher-loc><![CDATA[New Delhi, India ]]></publisher-loc>
<publisher-name><![CDATA[Alpha Science Int'l Ltd.]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Faudoa-Herrera]]></surname>
<given-names><![CDATA[J. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Andrade-Vallejo]]></surname>
<given-names><![CDATA[R. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Cano-Alvarez]]></surname>
<given-names><![CDATA[M. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design of isolated footings of rectangular form using a new model]]></article-title>
<source><![CDATA[International Journal of Innovative Computing, Information and Control]]></source>
<year>2013</year>
<volume>9</volume>
<numero>10</numero>
<issue>10</issue>
<page-range>4001-22</page-range></nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design of isolated footings of circular form using a new model]]></article-title>
<source><![CDATA[Structural Engineering and Mechanics]]></source>
<year>2014</year>
<volume>52</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>767-86</page-range></nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design of boundary combined footings of rectangular shape using a new model]]></article-title>
<source><![CDATA[Dyna-Colombia]]></source>
<year>2014</year>
<volume>81</volume>
<numero>188</numero>
<issue>188</issue>
<page-range>199-208</page-range></nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[McCormac]]></surname>
<given-names><![CDATA[J. C.]]></given-names>
</name>
<name>
<surname><![CDATA[Brown]]></surname>
<given-names><![CDATA[R. H.]]></given-names>
</name>
</person-group>
<source><![CDATA[Design of reinforced concrete]]></source>
<year>2013</year>
<publisher-loc><![CDATA[New York, USA ]]></publisher-loc>
<publisher-name><![CDATA[John Wiley &amp; Sons]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Nilson]]></surname>
<given-names><![CDATA[A. H.]]></given-names>
</name>
</person-group>
<source><![CDATA[Diseño de estructuras de concreto]]></source>
<year>1999</year>
<publisher-loc><![CDATA[Distrito Federal, México ]]></publisher-loc>
<publisher-name><![CDATA[McGraw-Hill]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Punmia]]></surname>
<given-names><![CDATA[B. C.]]></given-names>
</name>
<name>
<surname><![CDATA[Kumar-Jain]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Kumar-Jain]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Limit state design of reinforced concrete]]></source>
<year>2007</year>
<publisher-loc><![CDATA[New Delhi, India ]]></publisher-loc>
<publisher-name><![CDATA[Laxmi Publications (P) Limited]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tomlinson]]></surname>
<given-names><![CDATA[M. J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Cimentaciones, diseño y construcción]]></source>
<year>2008</year>
<publisher-loc><![CDATA[Distrito Federal, México ]]></publisher-loc>
<publisher-name><![CDATA[Trillas]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Varghese]]></surname>
<given-names><![CDATA[P. C.]]></given-names>
</name>
</person-group>
<source><![CDATA[Design of reinforced concrete foundations]]></source>
<year>2009</year>
<publisher-loc><![CDATA[New Delhi, India ]]></publisher-loc>
<publisher-name><![CDATA[PHI Learning Pvt. Ltd.]]></publisher-name>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
