chunk_561.json•1.44 kB
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"text": "OK? \n4.3.4. Risultats \n~0 POUAPELRS \nRESULTATS \nReactions \nno Abscisse Reac.Vertic. Couple de Reaction \nm NN NNm \n1 10.000 \n0.03132 -0.01199 \n2 \n11.500 0.05799 -0.00000 \n3 13.000 \n0.03132 0.01199 \nSol I icitations et Deformations \n------------------------------\nno \nAbscisse \nEffort Tr. <NN> Moments <NNm) \nIll Gauche \nDroit Gauche \nDroit \n0 \n0.000 \n0.00000 -0.00031 \n0.00000 0.00000 \n1 \n10.000 -0.00031 \n0.03101 \n-0.00306 -0.01504 \n2 \n11.500 \n0.03101 -0.03101 \n0.03147 0.03147 \n3 \n13.000 \n-0.03101 \n0.00031 \n-0.01504 -0.00306 \n99 \n23.000 \n0.00031 \n0.00000 0.00000 0.00000 \nOK \nRemarque \nRotation \nmrd \n0.237 \n-0.974 \n-0.000 \n0.974 \n-0.237 \nFleche \n\"'\"' \n0.000 \n-1.667 \n-3.096 \n-1.667 \n0 . 000 \nLa rigidite a Ia torsion de Ia poutre en Te est diminuee par Ia presence de fissures de flexion. \nDans les zones les plus sollicitees en flexion, on peut admettre que Ia table est entierement \n640 \ncomprimee et, dans les cas de faibles sollicitations, il y a moins de risques de fissuration de \nflexion.",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
"chunk_index": 561,
"line_start": 19889,
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"has_formulas": false,
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