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Calibre RAG MCP Server

by ispyridis
chunk_863.json1.46 kB
{ "id": "chunk_863", "text": "-\ntalon-lime, 758 \n- table-nervure (web-flange connection), 758 \n-\nelement prefabrique - element coule sur \nplace, 686 \nLongrine (tie-beam) \n-\nde liaison (tie-beam), 460 \n- porteuses (supporting tie-beam), 461 \n-de redressement (balancing beam), 274,461 \nMaitre d'reuvre (engineer), 2 \nMaitre d'ouvrage (client, owner), 2 \nMethode des bielles (struts and ties method) \n- en fondation superficielle, 231 \n- semelles \nsur pieux, 410 \nModule de reaction du sol : voir coefficient de \nWestergaard \nMoment \n- dans une section, 5 \n-en travee (in the span), 27,32 \n- maximum, 18 \n-sur appui (on support), 9, 27 \nNeige (snow), 103 \nOuvertures dans les planchers (openings, hoists), \n603 \n772 \nPanneaux de particules (particle board), 740 \nParois moulees (diaphragm walls), 462 \nPathologie des fondations, 340 \nPeriode de vibration propre, 125 \nPieux (piles) \n- actions, 353 \n- capacite, 358 \n- definition, 351 \n- effort horizontal \nen tete, 370 \n- en acier, 358 \n- en \nbeton, 359 \n- groupe de, 367 \nPigeaud, 477 \nPlanchers (floors)", "metadata": { "book_id": 34848, "title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2", "authors": "Unknown", "project": "basic_structural", "content_source": "ocr", "content_length": 756676, "chunk_index": 863, "line_start": 32019, "line_end": 32062, "has_formulas": false, "has_tables": false } }

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