chunk_197.json•1.55 kB
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"text": "2.70 0.90 1.18 0.60A.Sup.=7UHA10x4.82Croch=112411 UHA8x3.04Croch=1125 \n0 .60 A.lnf. = 7 U HA25 X 3 .48 Croch= 504 11 U HA 8 x 1.12 Croch= 165 \nCadre~ Hor.= 4 HAlO x 7.12 (2.640 x 0.840) Densite= 52.41 kgjm3 \nMETRE \nNom des Nbre \nNbre \nSEMELLE CL UNITE) \nSemelles Sem. Pieux \nBETON ACIER COFFRAGE \nDENSITE \nm3 \nkg \nm2 \nkgjm3 \n524 \n4 2 \n2.795 \n126.0 \n8.280 \n45.10 \n525 \n1 2 \n2.867 \n150.3 \n8.496 \n52.41 \nTotal \n5 \n10 \n14.045 \n654.4 \n41.616 \n46.59 \nTABLEAU DES DlAMETRES \nDiametre \n6 8 \n10 12 14 \n16 20 25 \n32 \n40 \nLongueur 0.0 \n398.2 \n176.1 \n0.0 0 .0 0.0 \n119.5 24.4 \n0.0 \n0.0 \nPoicts o.o \n157.1 108.6 \n0.0 0.0 \n0 .0 \n294.8 \n93.9 \n0 .0 \n0.0 \nPoids \nTotal= 654.4 kg \n439 \n\nRappel des Donnees \n• Beton: fc28 = 25.00 MPa • \nft28-2.10 MPa • \nsbu = 14.17 MPa • \ntau= 3.33 MPa • en Cisaillement \ntau= 0.75 MPa ·en Poinyonnement (hors Aciers lnferieurs) \n• Acier : fe = 500.0 MPa \nsu = 434.8 MPa \nsels = 500.0 MPa • \nld = 44.1 Phi \n········································ \nNom Semelles \nA B \nPoteaux Chcnges (MN) Moments (MNm) Eff.Hor.(MN) \na b N Ma Mb Ha Hb",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
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