<?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>1405-5546</journal-id>
<journal-title><![CDATA[Computación y Sistemas]]></journal-title>
<abbrev-journal-title><![CDATA[Comp. y Sist.]]></abbrev-journal-title>
<issn>1405-5546</issn>
<publisher>
<publisher-name><![CDATA[Instituto Politécnico Nacional, Centro de Investigación en Computación]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1405-55462024000200669</article-id>
<article-id pub-id-type="doi">10.13053/cys-28-2-4194</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Deflexiones en trabes de sección transversal rectangular con cartelas parabólicas sometidas a una carga uniformemente distribuida]]></article-title>
<article-title xml:lang="en"><![CDATA[Deflections in Beams of Rectangular Cross Section with Parabolic Haunches Subjected to a Uniformly Distributed Load]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ramírez-Muñoz]]></surname>
<given-names><![CDATA[Gilberto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[Arnulfo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[Sandra]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[Manuel]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Coahuila Instituto de Investigaciones Multidisciplinaria ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2024</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2024</year>
</pub-date>
<volume>28</volume>
<numero>2</numero>
<fpage>669</fpage>
<lpage>680</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S1405-55462024000200669&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S1405-55462024000200669&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S1405-55462024000200669&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: Este trabajo muestra las ecuaciones para una viga de sección rectangular con cartelas parabólicas sometida a un momento en cada apoyo y una carga uniformemente distribuida tomando en cuenta las deformaciones por flexión y cortante para obtener las rotaciones y los desplazamientos perpendiculares al eje longitudinal en cualquier punto de la viga, que es el principal aporte de esta investigación. El modelo actual considera solo las deformaciones por flexión para obtener las rotaciones y los desplazamientos perpendiculares al eje longitudinal de la viga. La metodología se desarrolla bajo el concepto de que la integral del momento es la pendiente o rotación y la segunda integración del momento es el desplazamiento vertical de la viga. Asimismo, se hace una comparación entre el modelo propuesto y el modelo actual para vigas simplemente apoyadas y vigas empotradas en ambos extremos con respecto al desplazamiento vertical máximo y su ubicación en la viga. Los resultados muestran que el modelo propuesto es mayor para los dos tipos de vigas para el desplazamiento vertical máximo con respecto al modelo actual. Por tanto, el modelo propuesto es más seguro y más adecuado con respecto al modelo actual para el análisis estructural, ya que las fuerzas cortantes y los momentos flectores están presentes en todas las estructuras y se producen deformaciones por flexión y cortante.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract: This work shows the equations for a rectangular section beam with parabolic haunches subjected to a moment at each support and a uniformly distributed load taking into account the shear and bending deformations to obtain the rotations and the perpendicular displacements to the longitudinal axis at any point of the beam, which is the main contribution of this research. The current model considers only the bending deformations to obtain the rotations and the perpendicular displacements to the longitudinal axis of the beam. The methodology is developed under the concept that the integral of the moment is the slope or rotation and the second integration of the moment is the vertical displacement of the beam. Also, a comparison is made between the proposed model and the current model for beams fixed at both ends with respect to the maximum vertical displacement and its location on the beam. Results show that the proposed model is greater for beams fixed at both ends in the maximum vertical displacement with respect to the current model. Therefore, the proposed model is safer and more suitable with respect to the current model for structural analysis, since shear forces and bending moments are present in all structures and deformations due to bending and shear occur.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Trabes rectangulares]]></kwd>
<kwd lng="es"><![CDATA[cartelas parabólicas]]></kwd>
<kwd lng="es"><![CDATA[deformaciones por flexión y cortante]]></kwd>
<kwd lng="es"><![CDATA[rotaciones]]></kwd>
<kwd lng="es"><![CDATA[desplazamientos verticales]]></kwd>
<kwd lng="en"><![CDATA[Rectangular beams]]></kwd>
<kwd lng="en"><![CDATA[parabolic haunches]]></kwd>
<kwd lng="en"><![CDATA[bending and shear deformations]]></kwd>
<kwd lng="en"><![CDATA[rotations]]></kwd>
<kwd lng="en"><![CDATA[vertical displacements]]></kwd>
</kwd-group>
</article-meta>
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