chunk_856.json•1.54 kB
{
"id": "chunk_856",
"text": "de ld a 1 ,71d depend du %As en \nrecouvr. et deAproviAcalc \n• Building Code Requirements \nfor Reinforced Concrete \nACI-318-89 \n• Reinforced Concrete \nFundamentals by Phil. \nFergusson ( John Wiley) \n• Annales ITBTP-Sept. 1984 et \nJuin 1990 \nA,., b., (v-v.) \ns,=~ \nv = 0,79 (100A,)1/3 \nc 1,25 b.,d \n400 1/4 ('•\")1/3 \n(d) X 2s \nAsf(bwdJ S3 \n400/d?: 1 \nfcuS40 \nA,. 0,4b., \n-?:-\ns, 0,871, \nSv S 0,75 d \nNS0.4fcubh+0,75Asfy \ncondition: IJh S 22 si \ncontrevente, \nldh s 10 autrement \n0,4% \n6 o/o si coule vetticalement \n10 % en zone de recou-\nvrernent \n0\n1\n?: 0Ji 4et 0\n1\n?: 6 mm \n120\n1 \nEn traction, barres • type \n2 • etfy•460 MPa: \nIs • 410 pour feu • 25 \nMPa \nIs • 360 pour feu • 30 \nMPa \n•Is ou 1 ,41s or 21s \n• Code of Practice for \nDesign and Construction. \nStructural Use of Con-\ncrete-Part 1· BSI \n• Design cA RIC Elements \nby R.W. Clements-G.God· \nwinUd \n• Annaies \nITBTP-Mai \n1990 \nA, cn\n0 \nb\n0 \na, t,,, \na) a•0,4si<foS'to1 \nb) a• 'to /'t\n0\n2 (?: 0,4) si \n'to1 S 'toS'to2 \nc) a •1 si 'to2 s t\n0 \nSto3 et \nsid?:0,45m \nOs,s • ~s/1,75 \npas de minimum",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
"chunk_index": 856,
"line_start": 31651,
"line_end": 31721,
"has_formulas": false,
"has_tables": false
}
}