chunk_212.json•1.49 kB
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"text": "2880 IF U1<U2 THEN UI·U2 \n2890 U3•U1/SLS \n2900 IF U3>AINFX THEN AINFX=U3 \n2910 \nU1•-PMI(l).DlC/.9/D/SU \n2920 U2•-PMI(2)\"(E1-D1C)/.9/ D/SU \n2930 IF ASUPX<U1 THEN ASUPX=U1 \n2940 IF ASUPX<U2 THEN ASUPX•U2 \n2950 \nGOSUB 10320 'Verification Contraintes dans les Bielles \n2960 GOSUB 4660 ' Torsion \n2970 GOSUB 1790 ' Aciers Minimum et Transversaux \n2980 GOSUB 4460 ' Poinoonnement \n2990 GOSUB 7770 ' Ferraillage,et Resultats \n3000RETURN \n3010 REM \n3020 REM Caicul des Hauteurs et des Charges \n3030 ICOUR• O \n3040 GOSUB 1940 \n3050 \nGOSUB 3540 \n3060 \nGOSUB 2600 \n3070 Z•l.3•LAP \n· Dimensions E1 • E2 , A • B , Hprovi , PPROprovis \n' Charges Maxi-Mini \n· LAP(!) et LAP \n3080 GOSUB 3330 ' Caicul H \n3090 HCONS• H \n3100 \nIF HI.U• O THEN H=INT(H.100+.9)/100:D•H-ENRA:GOTO 3180 \n3110 ICOUR• 1 \n3120 \nHMIN• ENR+DEl.TA+(H-ENRA-DEl.TA)/1.3 \n3130 H• Hl.U:D• H-ENRA \n3140 GOSUB 10090 'Verification H \n3150 PPRO·H·A!RE\"PSPEC \n3160 Z• H-DELTA-ENRA \n3170 GOSUB 3330 ' Caicul H \n3180 PPRO-A!RE\"H.PSPEC \n3190 PPMIN•PPMIN+PPRO/NP:PPMAX•PPMAX+PPRO/NP",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
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