chunk_198.json•1.55 kB
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"text": "········································ \nNom Semelles \nA B \nPoteaux Chcnges (MN) Moments (MNm) Eff.Hor.(MN) \na b N Ma Mb Ha Hb \n524 2.700 0.900 0.500 0.500 3.000 0.000 0.000 0.000 0.000 ELU \n525 \n2.700 0 .900 0.500 0.500 3.000 0. 400 0 .000 0 .000 0 .000 ELU \nF \n··································································································································· \nFIN \n9.8.6. Listing« SEMPIE UX » \n10 REM Prograrrune \"SEMPIEUX\"-Calcul des Semelles sur I 2 3 ou 4 Pieux \n20 REM d'apres \"SEMELLES SUR PIEUX\" de J.BLEVOT et R.FREMY-\n30 REM -Annales ITBTP- Fevrier 196 7 et BAEL 91 \n40 REM Heruy THONIER -Mai 1992 \n50 ON ERROR GOTO 70 \n60GOT080 \n70 PRINT USING\"Erreur Nil II Ugneiiii#IIII\";ERR;ERL:STOP \n80 TOL•I.02 · Tolerance sur les Resultats \n90GB· J.S:GS• 1.15 'Coefficients sur les Materiaux \n100 CLS \nI 10 DST· .15 ' Distance Minimum du Bord par Rapport au Nu du Pieu \n120 ENRA•.OS ' Distance du cclg des Aciers au Nu Beton",
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"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
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