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									<p class="ds-markdown-paragraph">Vous envisagez de construire une terrasse, un plancher ou une extension en béton armé ? Savoir <strong>dimensionner une dalle béton armé</strong> correctement est crucial pour garantir la solidité, la durabilité et la sécurité de votre ouvrage. Que vous soyez un particulier bricoleur, un étudiant en génie civil ou un technicien du BTP, maîtriser les calculs de <strong>pré-dimensionnement dalle pleine</strong> et de ferraillage est essentiel. Mais par où commencer ? Les normes, les formules et les checks à respecter peuvent sembler complexes.</p><p class="ds-markdown-paragraph">C’est pourquoi nous mettons à votre disposition un <strong>guide PDF complet et gratuit</strong> qui résume méthodiquement les étapes clés du <strong>dimensionnement des dalles</strong> selon les règles de l’art (BAEL). Dans cet article, nous allons parcourir ensemble les points essentiels de ce guide : du calcul préliminaire au ferraillage, en passant par le choix de l’épaisseur. Vous apprendrez <strong>comment calculer le ferraillage d’une dalle</strong>, déterminer son épaisseur minimale et éviter les erreurs courantes. Prêt à devenir incollable sur le <strong>plancher dalle pleine en béton armé</strong> ? Commençons !</p><p><img class="image_Illustratio_couverture_guide_PDF_Dimensionnement_Dalle_Béton_Armé alignnone wp-image-9031 size-large" title="Illustration de la couverture du guide PDF ";Dimensionnement Dalle Béton Armé";, avec une dalle en béton armé et un titre blanc sur fond bleu." src="https://cours-genie-civil.com/wp-content/uploads/2025/09/Dimensionnement-Dalle-Beton-Arme-Guide-PDF-Complet-683x1024.webp" alt="Image de couverture d’un guide PDF intitulé ";Dimensionnement Dalle Béton Armé";, montrant une illustration d’une dalle de béton armé avec des barres d’acier, accompagnée d’un titre en texte blanc sur fond bleu." width="683" height="1024" /></p><hr /><h2>Les bases du dimensionnement d’une dalle en béton armé</h2><h3>Qu’est-ce qu’une dalle pleine ?</h3><p class="ds-markdown-paragraph">Une <strong>dalle pleine en béton armé</strong> est un élément structural horizontal porteur, coulé sur place et armé d’acier. Elle est couramment utilisée pour les planchers, les terrasses ou les dalles de fondation. Son bon <strong>dimensionnement</strong> assure la reprise des charges (poids propre, mobilier, neige, etc.) sans fissuration excessive ni déformation.</p><h3>L’importance du rapport des portées (ρ)</h3><p class="ds-markdown-paragraph">La première étape du <strong>prédimensionnement dalle pleine</strong> consiste à calculer le rapport des portées <span class="katex"><span class="katex-mathml">ρ=lxly</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord mathnormal">ρ</span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">l</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">y</span></span><span class="vlist-s">​</span></span></span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">l</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">x</span></span><span class="vlist-s">​</span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span>, où <span class="katex"><span class="katex-mathml">lx</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">l</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">x</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> est la petite portée et <span class="katex"><span class="katex-mathml">ly</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">l</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">y</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> la grande portée. Ce rapport détermine le sens de portance de la dalle :</p><ul><li><p class="ds-markdown-paragraph">Si <span class="katex"><span class="katex-mathml">ρ<;0,40</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord mathnormal">ρ</span><span class="mrel"><;</span></span><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">40</span></span></span></span> : la dalle porte dans un seul sens (sens de <span class="katex"><span class="katex-mathml">lx</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">l</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">x</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span>).</p></li><li><p class="ds-markdown-paragraph">Si <span class="katex"><span class="katex-mathml">0,4≤ρ≤1</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">4</span><span class="mrel">≤</span></span><span class="base"><span class="mord mathnormal">ρ</span><span class="mrel">≤</span></span><span class="base"><span class="mord">1</span></span></span></span> : la dalle porte dans deux sens.</p></li></ul><h3>Comment déterminer l’épaisseur de la dalle ?</h3><p class="ds-markdown-paragraph">L’épaisseur (h) de la dalle est choisie en fonction de la portée et des conditions aux appuis :</p><ul><li><p class="ds-markdown-paragraph">Dalle sur appuis simples : <span class="katex"><span class="katex-mathml">hlx≥120</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">l</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">x</span></span><span class="vlist-s">​</span></span></span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">h</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">≥</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">20</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">1</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></p></li><li><p class="ds-markdown-paragraph">Dalle continue avec <span class="katex"><span class="katex-mathml">ρ<;0,40</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord mathnormal">ρ</span><span class="mrel"><;</span></span><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">40</span></span></span></span> : <span class="katex"><span class="katex-mathml">hlx≥130</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">l</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">x</span></span><span class="vlist-s">​</span></span></span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">h</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">≥</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">30</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">1</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></p></li><li><p class="ds-markdown-paragraph">Dalle continue avec <span class="katex"><span class="katex-mathml">0,4≤ρ≤1</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">4</span><span class="mrel">≤</span></span><span class="base"><span class="mord mathnormal">ρ</span><span class="mrel">≤</span></span><span class="base"><span class="mord">1</span></span></span></span> : <span class="katex"><span class="katex-mathml">hlx≥140</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">l</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">x</span></span><span class="vlist-s">​</span></span></span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">h</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">≥</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">40</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">1</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></p></li></ul><blockquote><p class="ds-markdown-paragraph">ð¡ <strong>Astuce pro</strong> : Une épaisseur courante pour une dalle de terrasse est de 12 à 15 cm. Pour un plancher habitation, comptez 15 à 20 cm.</p></blockquote><hr /><h2>Calcul des charges et des sollicitations</h2><h3>Charges permanentes et d’exploitation</h3><p class="ds-markdown-paragraph">Avant tout <strong>calcul épaisseur dalle pleine en béton armé</strong>, il faut définir les charges :</p><ul><li><p class="ds-markdown-paragraph"><strong>G</strong> : charges permanentes (poids propre, revêtements, cloisons…)</p></li><li><p class="ds-markdown-paragraph"><strong>Q</strong> : charges d’exploitation (meubles, personnes, neige…)</p></li></ul><h3>Combinaisons de charges aux ELU et ELS</h3><p class="ds-markdown-paragraph">Les calculs se font aux États Limites Ultimes (ELU) et de Service (ELS) :</p><ul><li><p class="ds-markdown-paragraph">À l’ELU : <span class="katex"><span class="katex-mathml">pu=1,35G+1,50Q</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">p</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">u</span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord">1</span><span class="mpunct">,</span><span class="mord">35</span><span class="mord mathnormal">G</span><span class="mbin">+</span></span><span class="base"><span class="mord">1</span><span class="mpunct">,</span><span class="mord">50</span><span class="mord mathnormal">Q</span></span></span></span></p></li><li><p class="ds-markdown-paragraph">À l’ELS : <span class="katex"><span class="katex-mathml">pser=G+Q</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">p</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">ser</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord mathnormal">G</span><span class="mbin">+</span></span><span class="base"><span class="mord mathnormal">Q</span></span></span></span></p></li></ul><h3>Calcul des moments fléchissants et efforts tranchants</h3><p class="ds-markdown-paragraph">Pour une dalle portant dans un seul sens :</p><ul><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">Mu=pul28</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">M</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">u</span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">8</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">p</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">u</span></span><span class="vlist-s">​</span></span><span class="mord mathnormal mtight">l</span><span class="msupsub"><span class="vlist-t"><span class="sizing reset-size3 size1 mtight">2</span></span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> (moment ultime)</p></li><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">Vu=pul2</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">V</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">u</span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">2</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">p</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">u</span></span><span class="vlist-s">​</span></span><span class="mord mathnormal mtight">l</span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> (effort tranchant)</p></li><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">Mser=pserl28</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">M</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">ser</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">8</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">p</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">ser</span></span><span class="vlist-s">​</span></span><span class="mord mathnormal mtight">l</span><span class="msupsub"><span class="vlist-t"><span class="sizing reset-size3 size1 mtight">2</span></span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> (moment en service)</p></li></ul><hr /><h2>Calcul du ferraillage : mode d’emploi</h2><h3>Évaluation de la hauteur utile (d)</h3><p class="ds-markdown-paragraph">La hauteur utile se calcule par :<br /><span class="katex"><span class="katex-mathml">d=h−enrobage</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord mathnormal">d</span><span class="mrel">=</span></span><span class="base"><span class="mord mathnormal">h</span><span class="mbin">−</span></span><span class="base"><span class="mord text"><span class="mord">enrobage</span></span></span></span></span> (généralement 3 à 6 cm).</p><h3>Calcul du moment réduit (μ)</h3><p><span class="katex-display ds-markdown-math"><span class="katex"><span class="katex-mathml">μ=Mub⋅d2⋅fbu</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord mathnormal">μ</span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="mord mathnormal">b</span><span class="mbin">⋅</span><span class="mord mathnormal">d</span><span class="msupsub"><span class="vlist-t"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">2</span></span></span></span><span class="mbin">⋅</span><span class="mord mathnormal">f</span><span class="msupsub"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">b</span><span class="mord mathnormal mtight">u</span></span></span><span class="vlist-s">​</span></span><span class="mord mathnormal">M</span><span class="msupsub"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">u</span></span><span class="vlist-s">​</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></span></p><p class="ds-markdown-paragraph">Où <span class="katex"><span class="katex-mathml">fbu=0,85fc281,5</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">f</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">b</span><span class="mord mathnormal mtight">u</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">85</span><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">1<span class="mpunct mtight">,</span>5</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">f</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">c</span>28</span><span class="vlist-s">​</span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> (pour un béton C25/30).</p><h3>Détermination des sections d’acier</h3><p class="ds-markdown-paragraph">Si <span class="katex"><span class="katex-mathml">μ<;0,392</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord mathnormal">μ</span><span class="mrel"><;</span></span><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">392</span></span></span></span> (section sans acier comprimé) :</p><ul><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">α=1,25(1−1−2μ)</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord mathnormal">α</span><span class="mrel">=</span></span><span class="base"><span class="mord">1</span><span class="mpunct">,</span><span class="mord">25</span><span class="mopen">(</span><span class="mord">1</span><span class="mbin">−</span></span><span class="base"><span class="mord sqrt"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="svg-align"><span class="mord">1<span class="mbin">−</span>2<span class="mord mathnormal">μ</span></span></span></span><span class="vlist-s">​</span></span></span></span><span class="mclose">)</span></span></span></span></p></li><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">Z=d(1−0,4α)</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord mathnormal">Z</span><span class="mrel">=</span></span><span class="base"><span class="mord mathnormal">d</span><span class="mopen">(</span><span class="mord">1</span><span class="mbin">−</span></span><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">4</span><span class="mord mathnormal">α</span><span class="mclose">)</span></span></span></span></p></li><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">As=MuZ⋅fsu</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">A</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">s</span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">Z</span><span class="mbin mtight">⋅</span><span class="mord mathnormal mtight">f</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">s</span><span class="mord mathnormal mtight">u</span></span><span class="vlist-s">​</span></span></span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">M</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">u</span></span><span class="vlist-s">​</span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> (avec <span class="katex"><span class="katex-mathml">fsu=fe1,15</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">f</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">s</span><span class="mord mathnormal mtight">u</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">1<span class="mpunct mtight">,</span>15</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">f</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">e</span></span><span class="vlist-s">​</span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span>)</p></li></ul><h3>Vérifications importantes</h3><ul><li><p class="ds-markdown-paragraph"><strong>Condition de non-fragilité</strong> :<br /><span class="katex"><span class="katex-mathml">As≥0,23f28fe⋅b⋅d</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">A</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">s</span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">≥</span></span><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">23</span><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">f</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">e</span></span><span class="vlist-s">​</span></span></span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">f</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight">28</span><span class="vlist-s">​</span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mbin">⋅</span></span><span class="base"><span class="mord mathnormal">b</span><span class="mbin">⋅</span></span><span class="base"><span class="mord mathnormal">d</span></span></span></span></p></li><li><p class="ds-markdown-paragraph"><strong>Pourcentage minimal</strong> :<br /><span class="katex"><span class="katex-mathml">As,min=0,81000⋅b⋅d</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">A</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">s</span><span class="mpunct mtight">,</span><span class="mord mathnormal mtight">min</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">1000</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">0<span class="mpunct mtight">,</span>8</span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mbin">⋅</span></span><span class="base"><span class="mord mathnormal">b</span><span class="mbin">⋅</span></span><span class="base"><span class="mord mathnormal">d</span></span></span></span> (pour FeE400)</p></li><li><p class="ds-markdown-paragraph"><strong>Aciers de répartition</strong> :<br /><span class="katex"><span class="katex-mathml">Asr=As4</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">A</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">sr</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">4</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">A</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">s</span></span><span class="vlist-s">​</span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> (dans le sens secondaire)</p></li></ul><hr /><h2>Ferraillage des dalles portant dans deux sens</h2><h3>Calcul des moments dans chaque direction</h3><p class="ds-markdown-paragraph">Utilisez les coefficients <span class="katex"><span class="katex-mathml">μx</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">μ</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">x</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> et <span class="katex"><span class="katex-mathml">μy</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">μ</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">y</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> (donnés dans les tables en fonction de <span class="katex"><span class="katex-mathml">ρ</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord mathnormal">ρ</span></span></span></span> et du type d’appui) :</p><ul><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">Mux=μx⋅pu⋅lx2</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">M</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">ux</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mord mathnormal">μ</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">x</span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mbin">⋅</span></span><span class="base"><span class="mord"><span class="mord mathnormal">p</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">u</span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mbin">⋅</span></span><span class="base"><span class="mord"><span class="mord mathnormal">l</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">x</span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight">2</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></p></li><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">Muy=μy⋅Mux</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">M</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">u</span><span class="mord mathnormal mtight">y</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mord mathnormal">μ</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">y</span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mbin">⋅</span></span><span class="base"><span class="mord"><span class="mord mathnormal">M</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">ux</span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></p></li></ul><h3>Répartition des aciers</h3><ul><li><p class="ds-markdown-paragraph">Armatures parallèles à <span class="katex"><span class="katex-mathml">lx</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">l</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">x</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> : <span class="katex"><span class="katex-mathml">Asx=MuxZ⋅fsu</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">A</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">s</span><span class="mord mathnormal mtight">x</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">Z</span><span class="mbin mtight">⋅</span><span class="mord mathnormal mtight">f</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">s</span><span class="mord mathnormal mtight">u</span></span><span class="vlist-s">​</span></span></span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">M</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">ux</span></span><span class="vlist-s">​</span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></p></li><li><p class="ds-markdown-paragraph">Armatures parallèles à <span class="katex"><span class="katex-mathml">ly</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">l</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mathnormal mtight">y</span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span> : <span class="katex"><span class="katex-mathml">Asy=MuyZ⋅fsu</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">A</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">sy</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord"><span class="mfrac"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">Z</span><span class="mbin mtight">⋅</span><span class="mord mathnormal mtight">f</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">s</span><span class="mord mathnormal mtight">u</span></span><span class="vlist-s">​</span></span></span></span><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">M</span><span class="msupsub"><span class="sizing reset-size3 size1 mtight"><span class="mord mathnormal mtight">u</span><span class="mord mathnormal mtight">y</span></span><span class="vlist-s">​</span></span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></p></li></ul><hr /><h2>Aciers supérieurs (armatures de chapeaux)</h2><p class="ds-markdown-paragraph">Sur appuis, les moments sont généralement pris égaux à 15% des moments en travée :</p><ul><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">Mu,appui=0,15⋅Mu,traveËe</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">M</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">u</span><span class="mpunct mtight">,</span><span class="mord mathnormal mtight">a</span><span class="mord mathnormal mtight">pp</span><span class="mord mathnormal mtight">u</span><span class="mord mathnormal mtight">i</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">15</span><span class="mbin">⋅</span></span><span class="base"><span class="mord"><span class="mord mathnormal">M</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">u</span><span class="mpunct mtight">,</span><span class="mord mathnormal mtight">t</span><span class="mord mathnormal mtight">r</span><span class="mord mathnormal mtight">a</span><span class="mord mathnormal mtight">v</span><span class="mord accent mtight"><span class="vlist-t"><span class="mord mathnormal mtight">e</span><span class="accent-body">Ë</span></span></span><span class="mord mathnormal mtight">e</span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></p></li><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">As,appui=0,15⋅As,traveËe</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord"><span class="mord mathnormal">A</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">s</span><span class="mpunct mtight">,</span><span class="mord mathnormal mtight">a</span><span class="mord mathnormal mtight">pp</span><span class="mord mathnormal mtight">u</span><span class="mord mathnormal mtight">i</span></span></span></span><span class="vlist-s">​</span></span></span></span></span><span class="mrel">=</span></span><span class="base"><span class="mord">0</span><span class="mpunct">,</span><span class="mord">15</span><span class="mbin">⋅</span></span><span class="base"><span class="mord"><span class="mord mathnormal">A</span><span class="msupsub"><span class="vlist-t vlist-t2"><span class="vlist-r"><span class="vlist"><span class="sizing reset-size6 size3 mtight"><span class="mord mtight"><span class="mord mathnormal mtight">s</span><span class="mpunct mtight">,</span><span class="mord mathnormal mtight">t</span><span class="mord mathnormal mtight">r</span><span class="mord mathnormal mtight">a</span><span class="mord mathnormal mtight">v</span><span class="mord accent mtight"><span class="vlist-t"><span class="mord mathnormal mtight">e</span><span class="accent-body">Ë</span></span></span><span class="mord mathnormal mtight">e</span></span></span></span><span class="vlist-s">​</span></span></span></span></span></span></span></span></p></li></ul><hr /><h2>Recommandations pratiques et erreurs à éviter</h2><h3>Choix des matériaux</h3><ul><li><p class="ds-markdown-paragraph">Utilisez un béton C25/30 ou C30/37 pour les dalles courantes.</p></li><li><p class="ds-markdown-paragraph">Privilégiez des aciers HA FeE500 pour une meilleure résistance.</p></li></ul><h3>Écartements maximaux des barres</h3><ul><li><p class="ds-markdown-paragraph">Fissuration peu nuisible :</p><ul><li><p class="ds-markdown-paragraph">Sens porteur : <span class="katex"><span class="katex-mathml">min⁡(3h;33cm)</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mop">min</span><span class="mopen">(</span><span class="mord">3</span><span class="mord mathnormal">h</span><span class="mpunct">;</span><span class="mord">33</span><span class="mord text"><span class="mord">cm</span></span><span class="mclose">)</span></span></span></span></p></li><li><p class="ds-markdown-paragraph">Sens secondaire : <span class="katex"><span class="katex-mathml">min⁡(4h;45cm)</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mop">min</span><span class="mopen">(</span><span class="mord">4</span><span class="mord mathnormal">h</span><span class="mpunct">;</span><span class="mord">45</span><span class="mord text"><span class="mord">cm</span></span><span class="mclose">)</span></span></span></span></p></li></ul></li><li><p class="ds-markdown-paragraph">Fissuration préjudiciable ou très préjudiciable :</p><ul><li><p class="ds-markdown-paragraph"><span class="katex"><span class="katex-mathml">min⁡(2h;25cm)</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mop">min</span><span class="mopen">(</span><span class="mord">2</span><span class="mord mathnormal">h</span><span class="mpunct">;</span><span class="mord">25</span><span class="mord text"><span class="mord">cm</span></span><span class="mclose">)</span></span></span></span> ou <span class="katex"><span class="katex-mathml">min⁡(1,5h;20cm)</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mop">min</span><span class="mopen">(</span><span class="mord">1</span><span class="mpunct">,</span><span class="mord">5</span><span class="mord mathnormal">h</span><span class="mpunct">;</span><span class="mord">20</span><span class="mord text"><span class="mord">cm</span></span><span class="mclose">)</span></span></span></span></p></li></ul></li></ul><h3>Conseils de mise en œuvre</h3><ul><li><p class="ds-markdown-paragraph">Respectez l’enrobage minimal (3 cm pour les dalles courantes).</p></li><li><p class="ds-markdown-paragraph">Évitez les recouvrements mal positionnés en zone tendue.</p></li><li><p class="ds-markdown-paragraph">Serrez les armatures supérieures en périphérie et sur appuis.</p></li></ul><hr /><h2>ð¥ Téléchargez notre guide PDF complet !</h2><p class="ds-markdown-paragraph">Vous voulez aller plus loin ? <strong>Téléchargez gratuitement notre guide PDF détaillé</strong> sur le <strong>dimensionnement dalle béton armé</strong>. Ce document inclut :</p><ul><li><p class="ds-markdown-paragraph">Toutes les formules essentielles</p></li><li><p class="ds-markdown-paragraph">Des tableaux récapitulatifs (μx, μy)</p></li><li><p class="ds-markdown-paragraph">Un exemple de calcul pas à pas</p></li><li><p class="ds-markdown-paragraph">Les dispositions constructives BAEL</p></li></ul><p><span style="font-size: 2em;"><span style="font-size: xx-large;" data-keep-original-tag="false" data-original-attrs="{";style";:";";}">ððð</span>[â¡ï¸ <strong><a href="https://cours-genie-civil.com/wp-content/uploads/2025/09/279478327-Ca-lcul-D-es-Da-lles_watermark.pdf">Télécharger le PDF ici</a></strong>]</span></p><p>Voici une sélection de liens utiles sur la conception et le calcul des dalles en béton armé, regroupés dans un chapitre structuré pour une navigation aisée.</p><hr /><p> </p><h2>Liens Utiles : Dalles en Béton Armé</h2><h3>ð Cours, calculs et plans</h3><ul><li><p><b><a class="ng-star-inserted" href="https://cours-genie-civil.com/calcul-des-dalles-pleines-en-beton-arme-cours-pdf" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQqgI">Cours sur le calcul des dalles pleines en béton armé</a></b> : Ce document PDF est une ressource essentielle pour comprendre les fondements théoriques du <b><a class="ng-star-inserted" href="https://cours-genie-civil.com/calcul-des-dalles-pleines-en-beton-arme-cours-pdf" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQqwI">calcul des dalles pleines</a></b> en béton armé, avec des explications claires et détaillées.</p></li><li><p><b><a class="ng-star-inserted" href="https://cours-genie-civil.com/plan-de-ferraillage-dalle-pdf-et-dwg-telechargements-gratuits/" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQrAI">Plan de ferraillage de dalle (PDF et DWG)</a></b> : Ce lien propose un <b><a class="ng-star-inserted" href="https://cours-genie-civil.com/plan-de-ferraillage-dalle-pdf-et-dwg-telechargements-gratuits/" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQrQI">plan de ferraillage de dalle</a></b> téléchargeable en formats PDF et DWG, idéal pour la pratique et pour visualiser la disposition des armatures.</p></li></ul><h3>ð¥ï¸ Outils et guides pratiques</h3><ul><li><p><b><a class="ng-star-inserted" href="https://cours-genie-civil.com/calcul-de-ferraillage-de-dalle-pleine-excel/" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQrgI">Calcul de ferraillage de dalle pleine sur Excel</a></b> : Gagnez du temps dans vos projets en utilisant cet outil pratique qui permet d&rsquo;automatiser le <b><a class="ng-star-inserted" href="https://cours-genie-civil.com/calcul-de-ferraillage-de-dalle-pleine-excel/" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQrwI">calcul de ferraillage d&rsquo;une dalle pleine</a></b> directement dans une feuille de calcul Excel.</p></li><li><p><b><a class="ng-star-inserted" href="https://www.4geniecivil.com/2021/12/calcul-dalle-beton-m3.html" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQsAI">Calcul du volume de béton pour une dalle</a></b> : Avant de couler votre dalle, il est crucial d&rsquo;estimer les matériaux. Ce guide se concentre sur le <b><a class="ng-star-inserted" href="https://www.4geniecivil.com/2021/12/calcul-dalle-beton-m3.html" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQsQI">calcul du volume de béton en m³</a></b>, une étape essentielle pour l&rsquo;estimation des coûts.</p></li><li><p><b><a class="ng-star-inserted" href="https://www.4geniecivil.com/2018/05/dalle-beton-maison-dalle-usage.html" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQsgI">Guide sur les dalles en béton pour la construction d&rsquo;une maison</a></b> : Ce guide pratique détaille les différents <b><a class="ng-star-inserted" href="https://www.4geniecivil.com/2018/05/dalle-beton-maison-dalle-usage.html" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQswI">types de dalles en béton pour la maison</a></b> et leurs usages, vous aidant à faire le bon choix pour votre projet résidentiel.</p></li></ul><h3>âï¸ Étude comparative</h3><ul><li><p><b><a class="ng-star-inserted" href="https://www.4geniecivil.com/2020/11/etude-comparative-dalle-reticulee-dalle.html" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQtAI">Étude comparative : dalle réticulée vs. dalle pleine</a></b> : Comparez les avantages et les inconvénients de ces deux types de structures pour faire un choix éclairé. Cette <b><a class="ng-star-inserted" href="https://www.4geniecivil.com/2020/11/etude-comparative-dalle-reticulee-dalle.html" target="_blank" rel="noopener" data-hveid="0" data-ved="0CAAQ_4QMahgKEwitvLeQwNqPAxUAAAAAHQAAAAAQtQI">étude comparative</a></b> vous aide à déterminer la meilleure option pour votre projet de construction.</p></li></ul><hr /><h2>Conclusion</h2><p class="ds-markdown-paragraph">Le <strong>dimensionnement d’une dalle béton armé</strong> repose sur une méthodologie rigoureuse : calcul du rapport des portées, détermination de l’épaisseur, évaluation des charges, et calcul des sections d’acier nécessaires. Que ce soit pour un <strong>plancher dalle pleine</strong> ou une terrasse, respecter ces étapes garantit la sécurité et la pérennité de votre ouvrage.</p><p class="ds-markdown-paragraph">N’oubliez pas : un bon <strong>pré-dimensionnement dalle pleine</strong> évite bien des problèmes futurs (fissures, déflections excessives). Alors, munissez-vous de notre <strong>guide PDF</strong>, appliquez ces conseils, et lancez-vous sereinement dans votre projet !</p><div id="ag-popper-container-1757936307711" class="ag-translate-popper-host"> </div><p><script src="chrome-extension://lopnbnfpjmgpbppclhclehhgafnifija/aiscripts/script-main.js"></script></p>								</div>
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