{"schemaVersion":"RFMB-PUBLIC-REFERENCE-1","reference":{"id":"FIC-3152F73F2FB6","revision":1,"title":"Arc maçonné en briques ou voussoirs de pierre","code":"AC-01","trade":"Gros œuvre","summary":"L’arc est localisé par portée, flèche, épaisseur radiale et profondeur. Le comptage d’arcs par type peut être le livrable, avec une géométrie développée conservée en contrôle. Identifier chaque arc prescrit, sa portée, sa flèche, son épaisseur et sa largeur. Relever sa géométrie et la convention d’unité du bordereau ; distinguer cintres et étaiements…","status":"Fiche détaillée · relecture métier à poursuivre","scope":"Identifier chaque arc prescrit, sa portée, sa flèche, son épaisseur et sa largeur. Relever sa géométrie et la convention d’unité du bordereau ; distinguer cintres et étaiements compris ou séparés. Aucun calcul de stabilité.","limitations":["Les prescriptions et conventions restent propres au dossier étudié.","Les rubriques non renseignées sont signalées ; aucune validation technique globale n’est revendiquée.","Les exemples et dessins pédagogiques sont distincts des pièces de chantier."],"sections":[{"id":"cadre","title":"0 · Identité et repère rapide","markdown":"**Arc maçonné en briques ou voussoirs de pierre**\n\nCorps d’état : Gros œuvre. Famille : Fondations et structure.\n\nUnités documentées : u, ml, m², m³.\n\nRepérer arc maçonné, produire une minute traçable et les bonnes lignes de DPGF."},{"id":"definition","title":"1 · Définition et vocabulaire","markdown":"- L’arc est localisé par portée, flèche, épaisseur radiale et profondeur. Le comptage d’arcs par type peut être le livrable, avec une géométrie développée conservée en contrôle.\n\n- Identifier chaque arc prescrit, sa portée, sa flèche, son épaisseur et sa largeur. Relever sa géométrie et la convention d’unité du bordereau ; distinguer cintres et étaiements compris ou séparés. Aucun calcul de stabilité."},{"id":"constitution","title":"2 · Constitution et configurations","markdown":"- Identifier arc maçonné avant de choisir l’unité. Une différence d’épaisseur ou de profil reste une variante, tant que l’objet et la méthode demeurent les mêmes.\n\n| Variante / situation | Conséquence pour le métré |\n| --- | --- |\n| Plein cintre | Rayon intérieur, épaisseur radiale et profondeur définissent un demi-anneau. |\n| Arc surbaissé / segmentaire | Demander rayon et angle, ou une géométrie suffisante ; ne pas imposer πr. |\n| Plusieurs rouleaux | Attribuer les anneaux contigus sans recouvrement ; les volumes ne sont pas la portée × épaisseur. |"},{"id":"prestations","title":"3 · Prestations et périmètre","markdown":"Identifier chaque arc prescrit, sa portée, sa flèche, son épaisseur et sa largeur. Relever sa géométrie et la convention d’unité du bordereau ; distinguer cintres et étaiements compris ou séparés. Aucun calcul de stabilité.\n\n- Périmètre de cette fiche : arc maçonné.\n\n- À attribuer explicitement : piédroits, cintre, étaiement, jointoiement et remplissage au-dessus. La décomposition de contrôle et le poste complet ne s’additionnent pas comme deux prestations."},{"id":"pieces","title":"4 · Pièces et informations","markdown":"- Croiser élévation de l’arc, coupe d’épaisseur, détail des naissances et nomenclature des voussoirs. Conserver nom de pièce, indice, date, repère et zone mesurée.\n\n| À obtenir | Où le rechercher | Si absent |\n| --- | --- | --- |\n| Géométrie utile | élévation de l’arc, coupe d’épaisseur, détail des naissances et nomenclature des voussoirs | Suspendre la grandeur concernée ; pas de cote déduite d’un ratio. |\n| Composition et inclusions | CCTP + cadre DPGF + détail de type | Question ciblée sur compris / séparé. |\n| Limite de mesure | Cotes, coupes, nomenclatures du même indice | Noter la contradiction et ne pas moyenner deux cotes. |\n| Données propres à cet ouvrage | Profil réel, naissances, profondeur, nombre et épaisseurs des rouleaux ; nomenclature des voussoirs si fourniture à l’unité. | Bloquer la grandeur qui en dépend ; conserver ce qui reste déterminable. |"},{"id":"references","title":"RT · Références techniques","markdown":"**CTMNC — Bâtiments en pierre naturelle** — Page consultée le 19/10/2026 ; DIMAPIERRE version 2025 annoncée.\n\nSource métier de contexte ; aucune règle de chiffrage importée.\n\nIdentification documentaire conservée ; version applicable et portée à vérifier pour chaque dossier.\n\n**CYPE — Arc en maçonnerie de briques** — Page dynamique consultée le 19/10/2026 ; aucune édition normative certifiée.\n\nSource métier de contexte ; aucune règle de chiffrage importée.\n\nIdentification documentaire conservée ; version applicable et portée à vérifier pour chaque dossier.\n\n**Bibliothèques déjà inventoriées — périmètre AC** — Base prix 2026 / BatiChiffrage 2026 selon les témoins du catalogue ; nouvelle lecture du catalogue le 19/10/2026.\n\nInventaire de variantes, distinct des Bouclages.\n\nIdentification documentaire conservée ; version applicable et portée à vérifier pour chaque dossier.\n\n**Ouvrages en pierre de taille — fascicule technique, CCTP type, mode de métré et BPU** — Juillet 2003\n\nComplément primaire distinct d’un article de chantier applicable.\n\nIdentification documentaire conservée ; version applicable et portée à vérifier pour chaque dossier."},{"id":"mesure","title":"5 · Unités et conventions","markdown":"- Unité principale du cas : u. Les dimensions restent exprimées en m ; les quantités linéaires livrées sont en ml. Les surfaces et volumes se rapportent à l’objet nommé, jamais à une base implicite.\n\n- Ne pas calculer une longueur d’arc avec la seule portée horizontale.\n\n- Le modèle détaillé et l’alternative minimale sont deux présentations du même périmètre : choisir celle du marché, jamais les cumuler. Quantité construite, quantité de fourniture et temps de travail sont des grandeurs différentes.\n\n| Périmètre du modèle | Ligne DPGF sans quantité | Unité | Condition de restitution |\n| --- | --- | --- | --- |\n| Cas guidé | Arcs maçonnés AC — plein cintre donné | u | Un arc entre naissances par repère. |\n| Exercice / variante | Arcs maçonnés AC — plein cintre donné | u | Un arc entre naissances par repère. |"},{"id":"reperage","title":"6 · Repérage et démonstration","markdown":"- Nommer intrados et extrados dans la coupe, puis prolonger la section sur la profondeur du plan. Pour le plein cintre uniforme : V = n×π/2×[(r+e)²−r²]×p. L’intrados unitaire est πr ; ne pas le confondre avec le total de n arcs.\n\n- Relier chaque repère à la pièce, son indice, ses cotes et la ligne DPGF de destination. La couleur seule n’est pas un identifiant.\n\n- Relever intrados, extrados, naissances et profondeur de l’arc dans une même coupe. Conserver le mode de décompte : unité d’arc, longueur suivant une ligne déclarée, volume ou nombre de voussoirs.\n\n| Objet repéré | Informations à relever | Restitution et contrôle |\n| --- | --- | --- |\n| Arc AC | Profil, rayons ou points, profondeur | u/ml/m³ selon article |\n| Voussoirs | Calepinage et réemploi | u de pièces neuves séparées |\n| Cintre | Développé et phases prescrites | Moyen compris ou séparé |\n\n[Voir les dessins pédagogiques de cette fiche](#reader-figure-GO-IMG-0bf746eb50d1aabd71b9)"},{"id":"reemploi","title":"7 · Réutilisation","markdown":"- Repérage réutilisable : repères des baies, après remplacement du rectangle par le profil réellement prescrit.\n\n- Avant de reprendre la donnée, contrôler le même indice, le même périmètre et les déductions déjà appliquées. Une modification de la baie ou du type doit invalider les quantités qui en dépendent.\n\n- Le repérage des baies donne l’emplacement ; la largeur de baie seule ne suffit pas à reconstruire un arc surbaissé, brisé ou à plusieurs rouleaux."},{"id":"methode","title":"8 · Méthode pas à pas","markdown":"- Nommer intrados et extrados dans la coupe, puis prolonger la section sur la profondeur du plan. Pour le plein cintre uniforme : V = n×π/2×[(r+e)²−r²]×p. L’intrados unitaire est πr ; ne pas le confondre avec le total de n arcs.\n\n- Lire les cotes du repérage et utiliser les variables du dictionnaire de données. Les deux cas ci-dessous exposent les opérations complètes avec les données brutes. Une formule ne s’applique que dans le périmètre de son cas ; les variantes changent parfois l’unité ou les faces à relever.\n\n- Contrôle complémentaire de lecture : Pour un plein cintre donné, R extérieur 1,20 m, R intérieur 1,00 m et profondeur 0,30 m donnent un volume géométrique π/2 × (1,20²−1,00²) ×0,30 = 0,207345 m³ avant arrondi. Ce n’est ni une consommation de pierre brute ni une preuve de stabilité.\n\n- 1. Lire les inclusions et l’unité ; identifier arc maçonné.\n\n- 2. Rassembler élévation de l’arc, coupe d’épaisseur, détail des naissances et nomenclature des voussoirs.\n\n- 3. Reprendre repères des baies, après remplacement du rectangle par le profil réellement prescrit ; marquer les exceptions.\n\n- 4. Calculer les grandeurs de la minute avec les cotes contrôlées ; conserver brut et déductions lorsqu’ils existent.\n\n- 5. Attribuer une seule fois piédroits, cintre, étaiement, jointoiement et remplissage au-dessus.\n\n- 6. Vérifier ne pas calculer une longueur d’arc avec la seule portée horizontale.\n\n- 7. Reporter le résultat dans la DPGF ; conserver les contrôles qui ne sont pas des postes facturés.\n\n- Rayon intérieur, épaisseur radiale et profondeur définissent un demi-anneau.\n\n- Nommer intrados et extrados dans la coupe, puis prolonger la section sur la profondeur du plan.\n\n- La profondeur est perpendiculaire au profil d’arc, pas sa hauteur.\n\n- Présenter les postes demandés ; garder les contrôles dans la minute."},{"id":"variantes","title":"9 · Variantes et lignes","markdown":"- Les épaisseurs, dimensions ou profils restent des variantes du même ouvrage tant que la fonction et la méthode le permettent. Les variantes ci-dessus changent les données à relever ou les inclusions, sans créer artificiellement une fiche par dimension.\n\n- Profil réel, naissances, profondeur, nombre et épaisseurs des rouleaux ; nomenclature des voussoirs si fourniture à l’unité."},{"id":"cas-particuliers","title":"10 · Cas particuliers et existant","markdown":"- En existant, conserver les géométries constatées et celles à relever. Une épaisseur cachée ou une composition supposée ne devient pas une valeur certaine.\n\n- La stabilité et le cintre sont conçus séparément. L’exercice porte seulement sur un plein cintre dont la géométrie est donnée.\n\n- Profil réel, naissances, profondeur, nombre et épaisseurs des rouleaux ; nomenclature des voussoirs si fourniture à l’unité.\n\n- La restauration de Taillebourg est un appui partiel : conserver séparation des pierres réemployées et neuves, sans la présenter comme arc neuf Quantibat."},{"id":"interfaces","title":"11 · Interfaces","markdown":"- Frontières à contrôler : piédroits, cintre, étaiement, jointoiement et remplissage au-dessus.\n\n- Un article composite peut intégrer plusieurs composants. Les modèles vierges de DPGF indiquent ce qu’il faut remettre ; les résultats des exercices ne sont jamais copiés d’un dossier client. Les quatre lots techniques restent hors périmètre.\n\n- Lecture du déboursé publié au 21/10/2026 : Un cas de la base, dans les dimensions et conditions exactes de son descriptif. Les variantes de la fiche ne sont pas toutes chiffrées par ce cas."},{"id":"controles","title":"12 · Contrôles et erreurs","markdown":"- Ne pas calculer une longueur d’arc avec la seule portée horizontale.\n\n- La profondeur est perpendiculaire au profil d’arc, pas sa hauteur.\n\n- La longueur d’intrados affichée est qualifiée unitaire ou totale.\n\n- Toutes les occurrences sont reliées à un repère et à une cote.\n\n- Ne pas calculer une longueur d’arc avec la seule portée horizontale.\n\n- Les résultats non arrondis sont conservés ; la DPGF applique les décimales annoncées.\n\n- Le cintre est un moyen provisoire distinct ; son intrados développé ne se reporte pas comme volume de maçonnerie."},{"id":"exemples","title":"13 · Exemples et livrables","markdown":"- Le cas guidé AC-E01 et l’exercice AC-X01 montrent les cotes, les limites et la restitution. Les variantes changent parfois la présentation : comparer les inclusions avant de transférer une quantité.\n\n| Livrable | Critère de réussite |\n| --- | --- |\n| Plan repéré | Chaque résultat remonte à une occurrence et à une cote. |\n| Minute | Base, déductions et exclusions sont visibles. |\n| DPGF | Lignes, unités et quantités conformes au cas ; aucun contrôle livré en doublon. |\n| Réserves | Informations manquantes expliquées au lieu de zéro ou d’un ratio arbitraire. |\n\nExtrait pédagogique original — Arc maçonné en briques ou voussoirs de pierre. 2 arcs en plein cintre, rayon intérieur 1,20, épaisseur radiale 0,20, profondeur 0,30. Le dénombrement est demandé. La longueur d’intrados et le volume de l’anneau sont des contrôles ; les piédroits sont exclus. Restituer les lignes du modèle correspondant au cas guidé. Profil réel, naissances, profondeur, nombre et épaisseurs des rouleaux ; nomenclature des voussoirs si fourniture à l’unité. Les dimensions et le procédé de cet extrait sont des données d’exercice, pas une solution d’exécution validée."},{"id":"statistiques","title":"14 · Ratios et statistiques","markdown":"Aucune fréquence ni aucun ratio statistique validé n’est publié dans cette édition. Les valeurs d’un exemple pédagogique ne décrivent pas une population de chantiers."},{"id":"debourse","title":"15 · Déboursé","markdown":"Le sous-détail doit distinguer les matériaux, la main-d’œuvre, le matériel et les prestations associés au périmètre mesuré. Les consommations, rendements et prix historiques ne sont pas publiés ici comme tarifs actuels. Sous-détail générique propre à cet ouvrage : à compléter dans une édition ultérieure."},{"id":"formation","title":"16 · Usages pédagogiques","markdown":"La méthode et ses illustrations peuvent servir à expliquer le geste métier. Les parcours de formation, les évaluations et les progressions sont gérés séparément."},{"id":"gouvernance","title":"17 · Sources et corrections","markdown":"Édition publique du 8 novembre 2026, issue de la rédaction métier conservée dans RFMB. La sélection de diffusion ne modifie pas les versions et corrections sources. Les références techniques gardent leurs limites de consultation ; cette fiche ne constitue pas une validation normative."},{"id":"supervision","title":"18 · Données et supervision","markdown":"Les dossiers sources, les annotations réelles et les décisions de supervision ne sont pas diffusés dans cette fiche. Sa publication ne constitue pas une admission à l’entraînement d’un modèle."},{"id":"diffusion","title":"19 · Vues et droits","markdown":"Consultation publique des informations génériques et des dessins pédagogiques retenus. Les documents de chantier et les sources économiques restent soumis à leurs droits et à leurs accès propres."},{"id":"relations","title":"20 · Ouvrages liés","markdown":"Les renvois disponibles vers les ouvrages publiés figurent en fin de fiche."},{"id":"completude","title":"21 · Complétude","markdown":"23 rubriques renseignées au moins partiellement sur 23 ; 0 à compléter. La présence d’un texte ou d’un dessin ne vaut pas validation métier. Les données absentes ne sont pas supposées connues."}],"illustrations":[{"id":"GO-IMG-0bf746eb50d1aabd71b9","title":"Exemple guidé — arc maçonné — Profil circulaire prescrit","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Exemple guidé — arc maçonné — Profil circulaire prescrit\"><title id=\"fig-0bf746eb50d1-rfmb-svg-id-1\">Exemple guidé — arc maçonné — Profil circulaire prescrit</title><desc id=\"fig-0bf746eb50d1-rfmb-svg-id-2\">Schéma pédagogique original, non à l’échelle. Les cotes écrites gouvernent le calcul ; aucun extrait de plan client. Pièce pédagogique originale AC-E01-V1. AC-E01 — Profil circulaire prescrit ; r 1,20 ; e 0,20 ; Portée intérieure 2,40 ; Dimensions en m • repères conservés dans la minute</desc><text x=\"24\" y=\"28\" stroke-width=\"4\" fill=\"#215c3a\" font-size=\"18\" font-weight=\"750\" fill-opacity=\"1\" stroke-linejoin=\"round\" stroke=\"#fff\" paint-order=\"stroke fill\">AC-E01 — Profil circulaire prescrit</text><polygon points=\"575,320 574.9710620797143,316.68404277691616 574.8842571336281,313.3690956265248 574.739611603369,310.05616831384066 574.5371695493666,306.7462699886162 574.2769926374317,303.44040887794495 573.9591601199719,300.13959197914585 573.5837688118512,296.84482475302195 573.1509330608984,293.55711081758756 572.6607847130762,290.27745164235614 572.1134730723195,287.00684624328323 571.5091648550562,283.7462908784565 570.8480441394231,280.4967787446257 570.1303123091947,277.25929967466567 569.3561879924393,274.03483983606316 568.5259069949229,270.82438143052104 567.6397222282806,267.62890239477014 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paint-order=\"stroke fill\">Portée intérieure 2,40</text><text x=\"24\" y=\"399\" stroke-width=\"1.7\" fill=\"#263d34\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"none\">Dimensions en m • repères conservés dans la minute</text></svg>","sha256":"9a0d517b3e9f7873dc11d8adc7538fbecf05c475e82a916cb7f6d84bc3276d1b","caption":"Schéma pédagogique original, hors échelle. Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-2cc77e9e297695a8d367","title":"Profil circulaire prescrit","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Profil circulaire prescrit\"><title id=\"fig-2cc77e9e2976-rfmb-svg-id-1\">Profil circulaire prescrit</title><desc id=\"fig-2cc77e9e2976-rfmb-svg-id-2\">Suis les sommets du profil coté. La section et sa largeur de développement sont deux informations distinctes ; conserve les limites avec le support. Schéma pédagogique original, non à l’échelle. Les cotes écrites gouvernent le calcul ; aucun extrait de plan client.</desc><text x=\"24\" y=\"28\" stroke-width=\"1.6\" fill=\"#284238\" font-size=\"17\" stroke=\"none\">AC-E01 — Profil circulaire prescrit</text><polygon points=\"575,320 574.971062,316.684043 574.884257,313.369096 574.739612,310.056168 574.53717,306.74627 574.276993,303.440409 573.95916,300.139592 573.583769,296.844825 573.150933,293.557111 572.660785,290.277452 572.113473,287.006846 571.509165,283.746291 570.848044,280.496779 570.130312,277.2593 569.356188,274.03484 568.525907,270.824381 567.639722,267.628902 566.697904,264.449376 565.700738,261.286771 564.648529,258.142051 563.541598,255.016173 562.380281,251.91009 561.164932,248.824747 559.895922,245.761086 558.573637,242.720038 557.19848,239.70253 555.770869,236.709482 554.29124,233.741805 552.760043,230.800403 551.177744,227.886172 549.544827,225 547.861787,222.142766 546.129138,219.31534 544.347408,216.518583 542.517139,213.753348 540.638888,211.020477 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Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-f38043899e583ad8e0a0","title":"Exemple guidé — arc maçonné — Développement longitudinal","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Exemple guidé — arc maçonné — Développement longitudinal\"><title id=\"fig-f38043899e58-rfmb-svg-id-1\">Exemple guidé — arc maçonné — Développement longitudinal</title><desc id=\"fig-f38043899e58-rfmb-svg-id-2\">Schéma pédagogique original, non à l’échelle. Les cotes écrites gouvernent le calcul ; aucun extrait de plan client. Pièce pédagogique originale AC-E01-V2. AC-E01 — Développement longitudinal ; Profondeur / génératrice 0,30 ; Arc : comptage ; Projection horizontale ≠ surface développée ; Dimensions en m • repères conservés dans la minute</desc><text x=\"24\" y=\"28\" stroke-width=\"4\" fill=\"#215c3a\" font-size=\"18\" font-weight=\"750\" fill-opacity=\"1\" stroke-linejoin=\"round\" stroke=\"#fff\" paint-order=\"stroke fill\">AC-E01 — Développement longitudinal</text><rect x=\"170\" y=\"120\" width=\"460\" height=\"180\" stroke-width=\"1.7\" fill=\"#f1f3f1\" stroke=\"#88998d\" /><line x1=\"170\" y1=\"110\" x2=\"630\" y2=\"110\" stroke-width=\"1.7\" fill=\"none\" stroke=\"#465e50\"><title stroke-width=\"1.7\" fill=\"none\" stroke=\"#465e50\">Géométrie de l’ouvrage, conservée sans repérage</title></line><text x=\"170\" y=\"85\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Profondeur / génératrice 0,30</text><text x=\"190\" y=\"220\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Arc : comptage</text><text x=\"180\" y=\"345\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Projection horizontale ≠ surface développée</text><text x=\"24\" y=\"399\" stroke-width=\"1.7\" fill=\"#263d34\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"none\">Dimensions en m • repères conservés dans la minute</text></svg>","sha256":"e1357b8c4fcc7060286665e267b659d2473034b50650d6e76c29046342a88422","caption":"Schéma pédagogique original, hors échelle. Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-3fe746217c718ea7ccd1","title":"Exemple guidé — arc maçonné — Développement longitudinal","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Exemple guidé — arc maçonné — Développement longitudinal\"><title id=\"fig-3fe746217c71-rfmb-svg-id-1\">Exemple guidé — arc maçonné — Développement longitudinal</title><desc id=\"fig-3fe746217c71-rfmb-svg-id-2\">Schéma pédagogique original, non à l’échelle. Les cotes écrites gouvernent le calcul ; aucun extrait de plan client. Pièce pédagogique originale AC-E01-V2. AC-E01 — Développement longitudinal ; Profondeur / génératrice 0,30 ; Arc : comptage ; Projection horizontale ≠ surface développée ; Dimensions en m • repères conservés dans la minute</desc><text x=\"24\" y=\"28\" stroke-width=\"4\" fill=\"#215c3a\" font-size=\"18\" font-weight=\"750\" fill-opacity=\"1\" stroke-linejoin=\"round\" stroke=\"#fff\" paint-order=\"stroke fill\">AC-E01 — Développement longitudinal</text><rect x=\"170\" y=\"120\" width=\"460\" height=\"180\" stroke-width=\"1.7\" fill=\"#f1f3f1\" stroke=\"#88998d\" /><line x1=\"170\" y1=\"110\" x2=\"630\" y2=\"110\" stroke-width=\"1.7\" fill=\"none\" stroke=\"#465e50\"><title stroke-width=\"1.7\" fill=\"none\" stroke=\"#465e50\">Géométrie de l’ouvrage, conservée sans repérage</title></line><line x1=\"170\" y1=\"110\" x2=\"630\" y2=\"110\" stroke-width=\"2.5\" fill=\"none\" fill-opacity=\".45\" stroke=\"#20643d\" /><text x=\"170\" y=\"85\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Profondeur / génératrice 0,30</text><text x=\"190\" y=\"220\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Arc : comptage</text><text x=\"180\" y=\"345\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Projection horizontale ≠ surface développée</text><text x=\"24\" y=\"399\" stroke-width=\"1.7\" fill=\"#263d34\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"none\">Dimensions en m • repères conservés dans la minute</text></svg>","sha256":"d3fea429abc10ac3e3f21bdf9157b74f619461d9194c7df1a917697992d52246","caption":"Schéma pédagogique original, hors échelle. Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-a6a10be3297876bdacdd","title":"Exemple guidé — arc maçonné — Lire la bonne base","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Exemple guidé — arc maçonné — Lire la bonne base\"><title id=\"fig-a6a10be32978-rfmb-svg-id-1\">Exemple guidé — arc maçonné — Lire la bonne base</title><desc id=\"fig-a6a10be32978-rfmb-svg-id-2\">Schéma pédagogique original, non à l’échelle. Les cotes écrites gouvernent le calcul ; aucun extrait de plan client. Pièce pédagogique originale AC-E01-V3. AC-E01 — Lire la bonne base ; Volume annulaire exact : 0,490 m³ ; Épaisseur radiale constante donnée ; Cintre et structure : prescriptions distinctes ; Dimensions en m • repères conservés dans la minute</desc><text x=\"24\" y=\"28\" stroke-width=\"4\" fill=\"#215c3a\" font-size=\"18\" font-weight=\"750\" fill-opacity=\"1\" stroke-linejoin=\"round\" stroke=\"#fff\" paint-order=\"stroke fill\">AC-E01 — Lire la bonne base</text><text x=\"125\" y=\"190\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Volume annulaire exact : 0,490 m³</text><text x=\"125\" y=\"250\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Épaisseur radiale constante donnée</text><text x=\"125\" y=\"310\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Cintre et structure : prescriptions distinctes</text><text x=\"24\" y=\"399\" stroke-width=\"1.7\" fill=\"#263d34\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"none\">Dimensions en m • repères conservés dans la minute</text></svg>","sha256":"2f844a879fb473c360185bcc2f5d5dfa7c2147851afd0025d9713e5e569ce861","caption":"Schéma pédagogique original, hors échelle. Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-5f7b0e754d7a7c98dfa7","title":"Exemple guidé — arc maçonné — Lire la bonne base","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Exemple guidé — arc maçonné — Lire la bonne base\"><title id=\"fig-5f7b0e754d7a-rfmb-svg-id-1\">Exemple guidé — arc maçonné — Lire la bonne base</title><desc id=\"fig-5f7b0e754d7a-rfmb-svg-id-2\">Schéma pédagogique original, non à l’échelle. Les cotes écrites gouvernent le calcul ; aucun extrait de plan client. Pièce pédagogique originale AC-E01-V3. AC-E01 — Lire la bonne base ; Intrados unitaire : π × r = 3,77 ml ; Volume annulaire exact : 0,490 m³ ; Épaisseur radiale constante donnée ; Cintre et structure : prescriptions distinctes ; Dimensions en m • repères conservés dans la minute</desc><text x=\"24\" y=\"28\" stroke-width=\"4\" fill=\"#215c3a\" font-size=\"18\" font-weight=\"750\" fill-opacity=\"1\" stroke-linejoin=\"round\" stroke=\"#fff\" paint-order=\"stroke fill\">AC-E01 — Lire la bonne base</text><text x=\"125\" y=\"130\" stroke-width=\"4\" fill=\"#215c3a\" font-size=\"18\" font-weight=\"750\" fill-opacity=\"1\" stroke-linejoin=\"round\" stroke=\"#fff\" paint-order=\"stroke fill\">Intrados unitaire : π × r = 3,77 ml</text><text x=\"125\" y=\"190\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Volume annulaire exact : 0,490 m³</text><text x=\"125\" y=\"250\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Épaisseur radiale constante donnée</text><text x=\"125\" y=\"310\" stroke-width=\"5\" fill=\"#2d4938\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"#fbfcfb\" paint-order=\"stroke fill\">Cintre et structure : prescriptions distinctes</text><text x=\"24\" y=\"399\" stroke-width=\"1.7\" fill=\"#263d34\" font-size=\"18\" stroke-linejoin=\"round\" stroke=\"none\">Dimensions en m • repères conservés dans la minute</text></svg>","sha256":"83179a757322db44c9f3ee0d758499764e2f9fae5274bdfd137f0d9c22107d46","caption":"Schéma pédagogique original, hors échelle. Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-e7275e17d30572872f3c","title":"Profil circulaire prescrit","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Profil circulaire prescrit\"><title id=\"fig-e7275e17d305-rfmb-svg-id-1\">Profil circulaire prescrit</title><desc id=\"fig-e7275e17d305-rfmb-svg-id-2\">Suis les sommets du profil coté. La section et sa largeur de développement sont deux informations distinctes ; conserve les limites avec le support. Schéma pédagogique original, non à l’échelle. 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points=\"575,320 575,320\" stroke-width=\"5\" fill=\"none\" stroke-linecap=\"round\" stroke-linejoin=\"round\" stroke=\"#087b50\" /><circle cx=\"575\" cy=\"320\" r=\"5\" stroke-width=\"2\" fill=\"#fff\" stroke=\"#076b49\" /><g transform=\"translate(575 320)\"><path d=\"M0 0L4 21L10 14L18 14Z\" stroke-width=\"2\" fill=\"#fff\" stroke=\"#183d30\" /><circle r=\"11\" stroke-width=\"2\" fill=\"none\" stroke=\"#c27a18\" opacity=\".7\" /></g></g></svg>","sha256":"3beb5c58df946d39d52a8b5bc3d2d7eff4acd403393bcf56924d035dd1f9c893","caption":"Schéma pédagogique original, hors échelle. Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-5a491848a9a523a4b6b1","title":"Développement longitudinal","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Développement longitudinal\"><title id=\"fig-5a491848a9a5-rfmb-svg-id-1\">Développement longitudinal</title><desc id=\"fig-5a491848a9a5-rfmb-svg-id-2\">Sélectionne les dimensions et limites écrites de cette vue, puis rattache-les au même repère. Les pixels du dessin ne donnent aucune quantité. Schéma pédagogique original, non à l’échelle. 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Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-edb7b681a2bd096c14c8","title":"Développement longitudinal","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Développement longitudinal\"><title id=\"fig-edb7b681a2bd-rfmb-svg-id-1\">Développement longitudinal</title><desc id=\"fig-edb7b681a2bd-rfmb-svg-id-2\">Sélectionne les dimensions et limites écrites de cette vue, puis rattache-les au même repère. Les pixels du dessin ne donnent aucune quantité. Schéma pédagogique original, non à l’échelle. 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Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-182c0637600e5665315c","title":"Lire la bonne base","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Lire la bonne base\"><title id=\"fig-182c0637600e-rfmb-svg-id-1\">Lire la bonne base</title><desc id=\"fig-182c0637600e-rfmb-svg-id-2\">Retrouve les données qui complètent le premier repérage. Conserve les occurrences, les inclusions et les exclusions du cas ; ne crée pas une quantité à partir du seul symbole. Schéma pédagogique original, non à l’échelle. 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Les dimensions et conventions appartiennent au cas illustré ; elles ne dimensionnent pas un ouvrage réel."},{"id":"GO-IMG-24c6961e0c9249aea1d3","title":"Lire la bonne base","svg":"<svg viewBox=\"0 0 800 420\" role=\"img\" width=\"800\" height=\"420\" xmlns=\"http://www.w3.org/2000/svg\" aria-label=\"Lire la bonne base\"><title id=\"fig-24c6961e0c92-rfmb-svg-id-1\">Lire la bonne base</title><desc id=\"fig-24c6961e0c92-rfmb-svg-id-2\">Retrouve les données qui complètent le premier repérage. Conserve les occurrences, les inclusions et les exclusions du cas ; ne crée pas une quantité à partir du seul symbole. Schéma pédagogique original, non à l’échelle. 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