chunk_213.json•1.47 kB
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"text": "3150 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 \n3200 PMXS- PMXS+PPRO/NP:PMIS•PMIS+PPRO/NP \n3210 \nFOR 15• 1 TO NP \n3220 PMAS(I5)• PMAS(I5)+PPRO/NP \n3230 PMIS(I5)• PMIS(I5)+PPRO/NP \n3240 PM(I5)•PM(I5)+PPRO/NP.l.35 \n3250 PM1(15)•PMI(I5)+PPRO/NP \n3260 NEXT15 \n445 \n\n3270 FOR !•1 TO NP \n3280 SIGPIEU(!)•PM(l)/SP(!) \n3290NEXTI \n3300 GOSUB 3920 ·Verification Soulevement \n3310 GOSUB 2440 · Coffrage et Volume \n3320RETURN \n3330R8M---------------------\n3340 R8M Calcul TH(l) • TCO • F(l) . DELTA • H . PPRO \n3350 FOR 18•1 TO 3 ' 3 Tours d 'Appeoximations \n3360 GOSUB 2720 (TH(l) . T(l) . F(I) \n3370 GOSUB 3400 'DELTA. H. PPRO \n3380 NEXTI8 \n3390RETURN \n3400 R8M:---------\n3410 R8M Calcul de DELTA. PPRO. H \n342om-o \n3430 FOR 19•1 TO NP \n3440 U1•(PM(!9)+PPRO/NP\"1.35)1UB(l9)/TAN(TH(l9)) \n3450 \nIF U1>m TIIEN m-U1 \n3460 U 1• (PMAS(I9)+PPRO INP)IUB(I9)\" 1.451TAN(TH(I9)) \n3470 IF U1>m TIIEN m-U1 \n3480 NEXTI9 \n3490 DELTA-mi21SBB",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
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