chunk_90.json•1.47 kB
{
"id": "chunk_90",
"text": "1620 \nNEXTIP \n1630 NEXT IKT \n1640RETURN \n1650REM \n1660 REM Colcu! de Somme des Pj et des Pj\"eoj en BP \n1670 PJ• O:PEJ• O \n1680 FOR IPJ• l \nTO NP \n!690 U1• AP(IPJ)\"SP(IPJ) \n1700 \nPJ•PJ+Ul \n1710 PEJ•PEJ+U1\"(VlBH-DP(IPJ)) \n1720 \nNEXT IP J \n1730 RETURN \n1740 REM.-------------\n1750 REM Calcu! de Somme des Pj et des Pj\"eoj en BP \n1760 PJD• PJ:PEJD• PEJ \n1770 FOR IPJ• l TO \nNP \n!780 PJD• PJD+DEP(IPJ) \n17\n90 PEJD• PEJD+DEP(IPJ)\"(VlBH-DP(IPJ)) \n1800 NEXT IP J \n1810 \nRETURN \n1820 \nREM.------------\n1830 REM Zone d'Enrobage en BP \n1840 ENP- 1.5\"PH1G(NP) \n18\n50 IF ENP> . 12 THEN ENP•. 12 \n1860 \nENP1• 1.5\"PH1G(1) \n187\n0 IF ENP1>. 12 \nTIIEN ENP1•.12 \n1880RETURN \n1890 \nREM \n389 \n\n1900 REM Classe Ill en BP \n1910 IZ-3:IPZ-3 \n1920 CPS-.5 ' Acier de Precontrainte pris a 50 % en Surtension ELS \n1930 U1-F5 \n1940 IF COM!l(ICM)-0 OR COMB(ICM)- 3 TiffiN DSPL-.1\"FPRG:DSAL-U1 \n1950 IF COMB(1CM)- 2 TIIEN DSPL-100:DSAL-.35\"F7 \n1960 IF COMB(ICM)- 1 TiffiN DSPL-FPEG:DSAL- F7 \n1970 IFCOMB(ICM)-1 TiffiN SATG-0 ELSE SATG--100",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
"chunk_index": 90,
"line_start": 2876,
"line_end": 2926,
"has_formulas": false,
"has_tables": false
}
}