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Calibre RAG MCP Server

by ispyridis
chunk_239.json1.46 kB
{ "id": "chunk_239", "text": "6680 NEXT J \n6690 NEXT I \n6700 RETURN \n6710 REM-------·-------\n6 720 REM Traction dans les Pieux \n8730 FOR 11•1 TO NP \n8740 \nIF P2(11)>•0 TIIEN 8770 \n1111.#11# \n8750 LPRINT·LPRINT USING\"Traction de 11#.11#11 MN dans le Pieu #\";-P2(11);11 \n8760 LPRINT.US!NG\"Prevoir des Aciers en Attente dans le Pieu de 11.#11 m de Longueur\";H-.05 \n6770 NEXT II \n6780 RETURN \n6790 REM-------------\n6800 \nREM Contraintes Beton des Bielles Depassees \n6610 U1•(PB/B)II2:CL0•4-20/3\"SQ.R(U1)+32/9\"U1 \n6620 \nIF CLO< 1 TIIEN CL0-1 \n8630 IF CL0>3.3 TIIEN CL0- 3.3 \n6640 IF PCBP< IOO\"TOL TIIEN 8870 MPa\" ·SBP· 8\"FC/ GB \n8650 \nLPRINT USING\"Contrainte dans Ia Bleile. Cote Pieu Depassee :11~.1111 ~ **C::traint~ R~l~ve devient \n6860 LPRINT USING\"En Tenant Compte de I'Effet de Chroge Localisee. a \nllfii%\";PCBP / CLO \n6870 \nIF PCBC< 100\"TOL TIIEN 6900 11 MPa\" ·SBC· l 3\"FC/GB \n6660 \nLPR!NT USING\"Contrainte dans Ia Bielle. Cote Poteau Depassee :llll.#llt ~~trainte ,Rel~~e devient \n6690 LPRINT USING\"En Tenant Compte de l'Effet de Chroge Localisee. a", "metadata": { "book_id": 34848, "title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2", "authors": "Unknown", "project": "basic_structural", "content_source": "ocr", "content_length": 756676, "chunk_index": 239, "line_start": 7783, "line_end": 7812, "has_formulas": false, "has_tables": false } }

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