chunk_123.json•1.43 kB
{
"id": "chunk_123",
"text": "10040 IF IMPR> 1 THEN LPRIN'I\"Ca.lcul en ELS' \n10050 IF BP>O THEN 10150 \n10060 \nIF IMPR> 2 THEN 10090 \n10070 PRINT USING\" \nContrainte Admissible du Beton= II##.## MPa\";F9 \n10080 PRINT USING\" \nContrainte Admissible de I'Acier-###.## MPa\";F5 \n10090 \nIF IMPR< 2 THEN 10120 \n10100 LPRINT USING' \nContrainte Admissible du Beton-###.## MPa\";F9 \n10110 \nLPRINT USING' Contrainte Admissible de l'Acier-###.II# MPa\";F5 \n10120 GOTO 10310 \n10130 \nIF IMPR> 2 THEN 10170 \n10140 PRIN'I\"Ca.lcul \nen ELU' \nIOI50 PRINT USING\" Resistance du Beton -##il.il# MPa\";F8 \n10160 PRINT USING\" \nLimite Elastique de I'Acier BA-###.## MPa\";F7 \n10170 IF !MPR<2 THEN 10210 \nI 0180 LPRlN'I\"Ca.lcu! en ELU' \n10190 LPRINT USING\" Resistance du Beton - ###.#If MPa\";F8 \n10200 LPRINT USING' Limite Elastique de I'Acier BA • ###.## MPa\";F7 \n10210 \nIF IMPR>2 THEN 10260 \n10220 \nIF ELU>I.1 THEN PRINT USING\" Contrainte de Ca.lcu! du Beton-##### MPa\"·F9 \n10230 \nIF BP<! OR ELU>1.1 THEN PRINT USING\" Contr. de Ca.lcu! de I'Acier BA-###:## MPa';F5",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
"chunk_index": 123,
"line_start": 4059,
"line_end": 4090,
"has_formulas": false,
"has_tables": false
}
}