chunk_56.json•1.58 kB
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"text": "du Piau = 6 .000 m \nModule dYoung du Beton = 30 000 MPa \nEtfort Horizontal en Tete a 0 .032 MN \nMoment en Tete m 0.018 MNm \nArticule en Tete \nCouche N\" 1 . Epaisseur = 6.000 m , Module du Sol = 10.00 MPaj m \nREsULTATS \nCote Flee he \nRotat. Moment \nEtf.TI. \nm mm rd/1 000 \nkNm \nkN \n0 0.000 4.55 \n- 1.557 \n18.00 \n32.00 \n1 0 .300 \n4.08 - 1.521 \n26.41 \n24.23 \n2 \n0.600 3.63 - 1.475 \n32.62 \n17.29 \n3 \n0.900 3.20 - 1.420 \n36.87 \n11.14 \n4 \n1.200 2.78 - 1.360 \n39.38 5.76 \n5 \n1.500 \n2.38 \n- 1.297 \n40.40 \n1.11 \n6 \n1.800 2.01 - 1.233 \n40.12 -2.84 \n7 2.100 \n1.64 \n-1.171 38.76 \n-6.12 \n8 \n2.400 \n1.30 - 1.112 \n36.51 \n- 8.77 \n9 \n2.700 0.98 -1.057 33.56 \n-10.82 \n10 \n3.000 \n0.67 -1.007 \n30.08 \n- 12.29 \n11 \n3.300 \n0.37 -0.963 \n26.24 \n- 13.23 \n12 \n3.600 \n0.09 \n-0.924 22.19 \n- 13.64 \n13 \n3.900 \n-0.18 -0.893 \n18.10 - 13.56 \n14 \n4.200 \n-0.45 \n-0.867 14.11 \n-12.99 \n15 \n4.500 \n-0.70 \n-0.848 \n10.36 \n-11.95 \n16 \n4.800 \n-0.96 \n-0.835 \n6.98 \n-\n10.45 \n17 \n5.100 \n- 1.21 -0.826 4.13 \n-8.51 \n18 \n5.400 \n- 1.70 \n-0.820 0.50 -3.28 \n20 \n6.000 \n-1.94 \n-0.819 \n0.00 \n0.00 \n374 \nContr.Sol \nkPa \n45.46 \n40.84 \n36.35",
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"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
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