chunk_358.json•1.57 kB
{
"id": "chunk_358",
"text": "X( 9)• 4.625 Y( 9)• 0.000 \nAire Totale -40.000 m2 Charge Totale • 570.000 kN \nRESULTATS \n• \nMoment Maximwn Aciers paralleles a Ox: m • 68.525 kNm/ m \nMoment Maximwn Aciers paralleles a Oy: Mu.m• 41. 115 kNmjm \nPowles Valews Suivantes des Pcnametres: \nLambda!• 13.3813 \n529 \n\nLaml:x:la2-5.4625 \nLaml:x:la3• 1.0000 \nCoordonnees des 9 Points: \nX( !)• 0.000 Y( !)· 0.000 \nX( 2)• 0.000 Y( 2)• 5.000 \nX( 3)• 8.000 Y( 3)• 5.000 \nX( 4)• 8.000 Y( 4)• 0.000 \nX( 5)•13.381 Y( 5)• 5.000 \nX( 6)• 5.463 Y( 6)• 1.000 \nX( 7)• 8.000 Y( 7)• 2.282 \nX( 8)• 0.000 Y( 8)•-7.433 \nX( 9)• 4.815 Y( 9)• 0.000 \nAile Totale Q 40.000 m2 Charge Totale -570.000 leN \nRemarques \nI. ~es resultats reproduits ci-dessus representent les trois premiers tours p 9 \ncesstfs, on trouve : · our tours sue-\nTour no \nMoment max \nMx(kNm/m) \n1..1 \n'-2 \n1..3 \n1 \n67,57 \n12,32 \n5,95 \n1,30 \n2 \n68,06 \n12,32 \n4,97 \n0,70 \n3 \n68,53 \n13,38 \n5,46 \n1,00 \n4 \n68,53 \n13,38 \n5,46 \n0,85 \n5 \n68,54 \n13,38 \n5,58 \n0,92 \n6 \n68,55 \n13,25 \n5,58 \n0,92 \n7 \n68,55 \n13,31 \n5,52 \n0,91 \n8 \n68,55 \n13,31 \n5,52 \n0,92 \n9 \n68,55 \n13,31",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
"chunk_index": 358,
"line_start": 12635,
"line_end": 12709,
"has_formulas": false,
"has_tables": false
}
}