chunk_70.json•1.45 kB
{
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"text": "2850 NEXT! \n2860 n -o \n2870 IF CL$--OR CL$--THEN 2970 \n2880 J-1 \n2890 IF INSTR(J.CL$,' ')•J THEN J•J+ 1 :GOTO 2890 \n2900 CL$•RIGHT$(CL$.LEN(CL$)-J + 1):1- INSTR(l,CL$,' \") \n2910 IF 1• 0 THEN MOT$•CL$:GOTO 2930 \n2920 MOT$•LEFT$(CL$,1-l) \n2930 IF MOT$•\"' THEN 2960 \n2940 \nU(ll)• V AL(MOT$):11•11 + 1 :CL$·RIGHT$(CL$,LEN(CL$)-LEN(MOT$)) \n2950 GOTO 2870 \n2960 \nFOR 16•11 TO 12:U(I6)• UMY(I6):NEXT 16 \n2970 FOR 16• 0 TO 12 \n2980 UMY(I6)• U(I6) \n2990 NEXTI6 \n3000 RETURN \n3010 REMl-------------\n3020 REM Donnees sous Forme de DATA: \n3030 REM H,L,EY,ENC,VT,(MT),NX ,N C \n3040 REM \nH et L - Diametre et Longueur du Pieu (m) \n3050 REM EY -Module d'Young du Beton (MPa) \n3060 REM ENC•l•Tete Artlculee, -2-Tete Enoostree \n3070 REM VT - Effort Horizontal (MN)en Tete (MNm) \n3080 REM MT-Moment en Tete (MNm). si ENC-1 \n3090 REM \nNX -Nombre de Points de Calcul \n3100 REM NC -Nombre de Couches de Terrain \n3110 REM HC(I) et KC(I) -Epaisseur (m) et Module du Sol (MPa/m) \n3120 DATA 0,.6,6,30000,1.0.032,0.018,20,1 \n3130DATA6,10",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
"chunk_index": 70,
"line_start": 2196,
"line_end": 2228,
"has_formulas": true,
"has_tables": false
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}