chunk_356.json•1.42 kB
{
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"text": "de Sommets 1 2 6 de Pivot ( I 2) Fleche Maxi: Point No 6 Charge• 14.25 kN/m2 \nTriangle 2 de Sommets 2 6 3 de Pivot ( 2 3) Fleche Maxi: Point No 6 Charge· 14.25 kN/m2 \nTriangle 3 de Sommets 3 6 7 de Pivot ( 2 3) Fleche Maxi: Point No 6 Charge· 14.25 kN/m2 \nTriangle 4 de Sommets 7 6 4 de Pivot ( 5 8) Fleche Maxi: Point No 6 Charge· 14.25 kN/m2 \nTriangle 5 de Sommets 9 4 6 de Pivot (58) Fleche Maxi: Point ~o 6 Charge· 14.25 kN/m2 \nTriangle 6 de Sommets 1 9 6 de Pivot ( 1 2) Fleche Maxi: Point No 6 Charge· 14.25 kN/m2 \nFissure I de 2 a 6 Pivots: ( 2 3) et ( 2 I) Fleche Max No 6 \nFissure 2 \nde 6 a 7 Pivots: ( 2 3) et ( 5 8) Fleche Max No 6 \nFissure 3 \nde 6 a 9 Pivots: ( I 2) et ( 5 8) Fleche Max No 6 \n528 \nI.affibda 1 variant de 8.100 a 25.000 \nI.affibda2 \nvariant de 0.100 a 7.900 \nI.affibda3 \nvariant de 0.100 a 4 .900 \nR£SULTATS \n-\nMoment Maximwn Aciers paralleles a Ox: m• 67.567 kNm/m \nMoment Maximwn Aciers paralleles a Oy: Mu.m• 40.540 kNm/m \npow les Valews Suivantes des Pcnametres:",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
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