chunk_218.json•1.47 kB
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"text": "4390 GOSUB 10320 ·Verification Contraintes dans les Bielles \n4400 GOSUB 4660 ' Torsion \n447 \n\n4410 GOSUB I 790 ' Aciers Minimum et Transversaux \n4420 GOSUB 4460 · Poinconnement \n4430 GOSUB 7910' Ferraillage et Resultats \n4440 RETIJRN \n4450 REM-------·------\n4460 REM Poinconnement \n4470 ON NP GOTO 4640.4640,4480.4560 \n4480 PI-PM(!) ' 3 Pieux \n4490 IF PM(2)>PI THEN PI•PM(2) \n4500 Ul•D(l)+ .3+(PI/2-DELTA!)\"(D(l)+H)/2 \n4510 GOSUB 5210 ' Poinconnement \n4520 U l•PM(3) \n4530 Ul·D(3)+.3+DELTAI\"(D(l)+H) \n4540 GOSUB 5210 · Poinconnement \n4550 GOTO 4640 \n4560 \nUl•O:Pl•O:TAUl•O:ATSTl•O: '4 Pieux \n4570 FOR 1•1 TO NP \n4580 U2•(A-El +B-E2)/2+PI\"(D(I)+H)/4 \n4590 \nIF U2>Ul THEN Ul•U2 \n4600 Pl•PM(l) \n4610 GOSUB 5210 \n4620 NEXT! \n4630 TAU•TAUI \n4640RETIJRN \n4650REM \n4660 REM Verification de Ia Torsion \n4670 ATORS•O \n4680 ON NP GOTO 5070,4690,4820.4910 \n4690 MOMT•O:EFFT-0 ' 2 Pieux \n4700 TAU•PPMAX/B/D:TAUP•TAU/TAUDI '2 Pieux \n4710 FORJ6•1 TONCH \n4720 U2•CBR(KN,I6)+WVB(KN,I6)\"H(KN) \n4730 U3•PABR(KN.J6)\"(El-DIC)/El",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
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