chunk_780.json•1.64 kB
{
"id": "chunk_780",
"text": "charge \nmoments \nresistante \nax=L13 \nax= Ll2 \n1 \nPose poutre \nMg1 =g1 L;t.l9 \nMg1-Y1 L\"il.l8 \nmetalfique \n~ \n~ \nPoutre \nfg1 =-11 Y1 L \n4 \nI \nfg1 = -5 Y1 L \n4 \nI \n(972 Ea Ia) \n(384 Ea Ia) \nLh--K \nMp=PLI3 \nMp = P Ll3 \n2 \nPose \netais \nPoutre \nfp \n=-5 P L\n3 \nI \nfp=-23PL\n3\n1 \n(162 Ea Ia) \n(648 Ea Ia) \nCoulage et \nMg2 --Y2 L \n2 \n190 \nMY,2 = Y2 L ;t.l 360 \n3 \ndurcissement \n~ \nPoutre \n2 \n= -g2 L\n4\n1 \ndu beton \nfg2 = 0 \n{f55 520 Ea Ia) \n4 \nEnlevement \nLf--K \nPoutre \nMR-R Ll3 \nMR = R L13 \ndes etais \n+dalle \nfA=-5 R L\n3 \nI \nfA--23 R L\n3 \nI \nb.-------Ji \n(162 Ea lh\n0\n) \n(648 Ea lho) \nCharges \nPoutre \nMq=ql\"'l9 \nMq =q L\"' 18 \n5 \nd'exploitation \n?-\n~ \n+dalle \nfq = -11 q L\n4 \nI \nfq =-5q L\n4 \nI \na court terme \n(972 \nEa lho) \n(384 Ea lho) \nCharges \nPoutre \nMq-q L\"' 19 \nMq=ql\"'l8 \n6 \nd' exploitation \n. fq =-11 q L \n4 \nI \nfq =-5q L\n4 \nI \na long terme \n~ \n~ \n+ dalle \n(972 \nEa lh1) \n(384 Ea lh1) \nRetrait \nM,-F, (vh\n1 \n-\n0,5 \nM, • F, (vh\n1 \n-\n0,5 \n7 \nPoutre \nho) \nho) \ndu \nbeton \n1 \n1!. \n+dalle \nf,-M, L\n2 \nf, = M, L\n2 \nI \nI \n(9 Ea lh1) \n(8 Ea lh1) \n732 \nL = portee de Ia travee \n8\n1 \n= poids pro pre de Ia poutre seule \n8\n2",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
"chunk_index": 780,
"line_start": 27699,
"line_end": 27841,
"has_formulas": false,
"has_tables": false
}
}