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Calibre RAG MCP Server

by ispyridis
chunk_428.json1.43 kB
{ "id": "chunk_428", "text": "File Edit Control \nPLRDR \nHauteur d 'Etage Nord <Entre \nHauteur d 'Etage Sud <Ent~e \nEpaisseu~ Dolle (m) \nPlanchers Superieurs) <m>=? 3.2 \nPlanchers Superieurs) <m>=? 3 . 2 \n=? \n0.25 \nHauteur Uti I e <m) \nLa~geur Traverse: 8 <m> \nV-a-t-i I des Consoles <Oui=l \n=? \n0.23 \n=? 5.25 \n,Non=O>= ? 0 \nTravees de meme Portee <Entre Axes) <Oui•l ,Non=O>? I \nPortee <Entre Axes> <m> =? 5 . 4 \nCharges Pe~manentes ldentiques sur \nCharge Permanentes su~ Travee s \nCharges Ua~iables ldentiques su~ \nCharges Ua~iables sur Travees \nTravees \n( Oui=l ,Non=O>? I \n(kN/m2) =? 7.625 \nTravees (Qui= l ,Non=O>? I \n(kN/m2) =? 2.5 \nfc28 Beton <NPa>=? 25 \nCalcul Acier <Oui=l ,Non=O>=? I \nLimite Elastique de I 'Acie~ <NPa>=? 500 \nPortique lntermediaire=2 ;Porti que de Rive=! ;=? 2 \nLa~geu~ Demi-Panneau lnfe~ieur: Lv2 ( m) (Uoir dessin)=2. 75 \nPortique Suppo~te Rive Gauche (Oui=l ,Non=O> =? I \nPorti que Supporte Rive O~oite <Oui=l ,Non=O> =? 0 \nAut~e Portlque <Oui=l Non=O>=? 0 \n566 \nb!J \n8.5.4. Resultats \nptancher haul rez<ie-chaussee", "metadata": { "book_id": 34848, "title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2", "authors": "Unknown", "project": "basic_structural", "content_source": "ocr", "content_length": 756676, "chunk_index": 428, "line_start": 15030, "line_end": 15068, "has_formulas": false, "has_tables": false } }

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