chunk_129.json•1.44 kB
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"text": "11140 NEXT I \n11150 IF IMPR<3 THEN PRINT USING\" Section Totale d'Ader de Beton Arme • 11111111.11# cm2\";U2\"10000! \n11160 \nIF IMPR>l THEN LPRINT USING\" Section Totale d'Acier de Beton Anne •1111#11.#11 cm2\";U2\"10000 \n11170 IF TOUR >0 TI'IEN GOSUB 8500:GOSUB 9000' Caracteres Mecaniques de Ia Section \n11180 IF BP<l THEN 11510 \n11190 \nIF IMPR>2 THEN 11230 \n11200 \nPRINT:PRIN1\" Aders BP\":PRINT'--\" \n11210 PRIN'rNo Nbre Torons Distance Excentridte Section Diam. Gaine Contlainte\" \n11220 PRINT' m m mm2 mm MPa\" \n11230 IF IMPR>2 THEN 11270 \n11240 LPRINT:LPRINT'Aders BP\":LPRIN'r--\" \n11250 LPRINT\"No Nbre Torons Distance Excentridte Section Diam. Gaine Contrainte\" \n11260 LPRIN'r m m mm2 mm MPd' \n11270 PREC•O:SECP•O \n11280 FOR 1•1 TO NP \n11290 IF Tl3(1)•13 THEN Tl4$•\"Tl3' \n11300 IF Tl3(1)•14 THEN Tl4$•\"Tl3S' \n11310 IF Tl3(1)• 15 THEN Tl4$•\"T15' \n11320 IF Tl3(1)•16 THEN Tl4$•\"Tl5S' \n11330 SECP·SECP+AP(l) \n11340 \nPREC• PREC+AP(i)\"SP(I) \n11350 EO•DP(l)-VIB \n11360 \nIF IMPR>2 TI'IEN 11400",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
"chunk_index": 129,
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