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"text": "0.040 \n0.028 \n0.048 \nNo \nNbre Diarnetre Distance \nmm \nm \n1 1 \n16.0 \n0.080 \n2 \n1 \n16.0 \n0 .144 \n3 1 16.0 \n0.300 \n4 1 \n16.0 \n0 .\n456 \n5 1 16.0 \n0.144 \n6 1 \n16.0 \n0 .\n300 \n7 \n1 \n16.0 \n0 .456 \n8 \n1 \n16.0 0.520 \nSection Totale d'Acier de Beton Arme = 16.08 cm\n2 \nREsULTATS \n··············· \nCaracteristiques M6caniques \nSection Beton Seul \nSecti~n \nem \n2.01 \n2.01 \n2.\n01 \n2.01 \n2.01 \n2.01 \n2.01 \n2.\n01 \nS = 0 .282743 m\n2 \nIjv1 = 0.021206 m\n3 \nv1 = 0.3000 m Giration = 0.1500 m \nI= 0 .006362 m\n4 \nIjv2 = 0 .021206 m\n3 \nv2 = 0 .3000 m Rendement= 0.2500 \nSection Homogene avec n = 15 \nS = 0.306871 m\n2 \nIjv1= 0.023152 m\n3 \nv1= 0 .3000 m Giration = 0.1504 m \nI -\n0 .006946 m\n4 \nIjv2= 0.023152 m\n3 \nv2= 0.3000 m Rendement= 0.2515 \nPourcentage d'Acier BA sur Section Totale -0.569 % \nSection Syrnetrique \n385 \n\nGraphique de « FLEXCOMP » \n~0 \nFlEHCOMP \nM Max. = 0 .088 MNm \nM Min. = 0.000 MNm \nN Max. 1.017 MN \nN Min. = -0.314 MN \nSui le ? I \nvERIFICATIONS \nNo \n1 \n2 \n3 \nRemarque \nSollicitations Agissantes \nN M \n0.910 0.040 \n0.520 0.028 \n0\n.180 0.048 \nSo!licitations Resistantes Verification \nN Mmax Mmin",
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"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
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