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Calibre RAG MCP Server

by ispyridis
chunk_61.json1.45 kB
{ "id": "chunk_61", "text": "730 INPUT' •'; CL$:GOSUB 2810:HC(Jl)•U(0):KC(II)•U(l):PRINT \n740 U2• U2+HC(Il) \n750 NEXTJI \n760 IF IFM• O THEN B• H:D• EY'HI\\411/6411'PI:GOTO 790 \n770 \nIF IFM• l THEN D• EY'B'HI\\311/1211:GOTO 790 \n780 IF IFM- 2 niEN D• EY\"X!N \n790 IF ABS(U2-L)> .03 mEN PRINT'Erreur sur Longueur et Epaisseurs des Couches: Recommencez':GOTO 690 \n800 IF IPE>2 THEN 910 \n810 PRINT:PRINT\"OONNEES':PRINT\"-' \n820 IF IFM• O niEN PRINT USING'Diametre du Pieu •1111.111111 m';H:GOTO 850 \n830 IF IFM•1 niEN PRINT USING'Largeur •1111.111111 met Epaisseur du Pieu •1111.111111 m';B;H:GOTO 850 \n376 \n840 IF IFM•2 THEN PRINT US!NG' Largeur •1111.111111 m ';B \n850 PRINT US!NG' Longueur du Pieu-1111.111111 met Inertia -1111.111111111111 m4';L,D/EY \n860 PRINT USING'Module d'Young du Beton •111111111111 MPa\";EY \n870 PRINT USING'Ef1ort Horizontal en Tete-111111.111111 MN';VT \n880 PRINT US!NG'Moment en Tete -IIIIII.UII MNm';MT \n890 IF ENC• 2 mEN ENCA$• 'Encastre' ElSE ENCA$•'Articule' \n900 PRINT ENCA$;' en Tete' \n9 10 IF IPE<2 mEN 1020", "metadata": { "book_id": 34848, "title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2", "authors": "Unknown", "project": "basic_structural", "content_source": "ocr", "content_length": 756676, "chunk_index": 61, "line_start": 1927, "line_end": 1947, "has_formulas": true, "has_tables": false } }

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