chunk_576.json•1.47 kB
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"text": "710 REM Ecriture des Resultats \n720 PRINT:PRINT'no b h bo ho Aire Moments d'lnertie (m4)\" \n730 PRINT' (m) (m) (m) (m) (rn2) Flexion Torsion\" \n740 FOR 1•1 TO NJ \n750 IF BO(I)'HO(!)•O rnEN 780 \n760 PRINT USING\"U IIII.IIU U.IIU \n**·*** \n**·*** \niiiiU.IIII#IIIIII\";I;B(I);H(I):BO(I);HO(I);AIR(I);XlN(I);XIT(I) \n***-**** \n****·****** \n770GOTO 790 \n780 \nPRINT USING\"#II !111.!11111 U.illlil \n790NEXTI \niiU. UU illlllil. illlilllllil !111!111. iiU#IIil\";l; B(I);H(I);AlR(I); XlN(I); XlT(I) \n800 RETURN \n810REM-----------------------\n820 REM Calcul du Coe!licient k2 de Moment de Torsion \n830 1F GE<E 1HEN SWAP E.GE \n840 XEB•E/GE \n842 U1•0 \n8481PAS•7 \n850 \nIF GE/ E>32 THEN IPAS•5 \n852 IF GE/ E>45 THEN IPAS•3 \n853 IF GE/E>75 THEN IPAS•1 \n854 IF GE/E>200 rnEN XK2•1/3:GOTO 920 \n860 \nFOR 1- 1 TO !PAS STEP 2 \n647 \n\n870 X • I\"PI/211/XEB \n880 \nGOSUB 930 \n890 U1• U1+Y/IA511 \n900NEXTI \n910 XK2•(111-19211/PIA511\"XEB\"U1)/ 311 \n920 RETURN \n930 Y •(EXP(211\"X) -1)/ (EXP(211\"X)-1) \n940RETURN \n950 DATA 1.5,0 .65,0.3.0 .15",
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"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
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