chunk_822.json•1.51 kB
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"text": "Elope de Chargement 2 : Dale(jours>=? 60 \nNo Cas Charge<Fin=O>, Fraction Charge=? 1 0.2 \nNo Cas Charge<Fin=O>, Fraction Charge=? 2 0.2 \nNo Cas Charge(Fin=O>, Fraction Charge=? 0 \nElope de Chargemenl 3 : Oale(jours>=? 720 \nNo Cas Charge(Fin=O>, Fraction Charge=? 2 0.6 \nNo Cas CharQe(Fin=O> Fraction CharQe=? 0 \nResultats sur imprimante \nDONNEES \n:ortee ~ 6.000 m Largew Table -1.000 m Hautew Totale • 0.260 m Hautew Utile -0 .230 m \numidite Relative • 70.0% Age du Beton tors du Premier Chargement-15 Jours \nResistance \nBeton-25.00 MPa et Acier-400.0 MPa \nCharges Trapezoidales Partielles \nCas \nNo \n1 \n2 \n750 \nA.bsc. \nDebut \n0.000 \n0.000 \nLongueur \nChargee \n6.000 \n6.000 \nCharge en kN/m \nGauche Droite \n9 .5 9.5 \n5.0 5.0 \nAciers en cm2 \nAbs. \nIn!. \nSup. \n0 \n0.00 \n12.32 \n6 .28 \n4 \n1.20 \n12.32 \n6.28 \n8 \n2.40 \n12.32 \n0 .00 \n12 \n3 .60 \n12.32 0.00 \n16 \n4.80 \n12.32 \n6.28 \n20 \n6.00 \n12.32 6.28 \nMoments d'Encastrement \nCos de \nMoment en kNm \nCharge \na Gauche \naDroite \n1 \n-10.00 \n-10.00 \n2 \n-8.00 \n-8.00 \nRESULTATS \n-=--------\nEtape \nCos de \nFraction Age \nKll",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
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