chunk_851.json•1.58 kB
{
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"text": "0,6h \nAs/ {bel)~ 0,23112sll\n9 \n1128 • 0,06fc28 + 0,6 MPa \npas de maximum \nVerification du beton 1-ru • Vu I ( b\n0 \nd) s 'r<Jtim \n'l:ufim • 0,20 fc281 Yb pour \n• fissuration non-\nprejudiciable • \n• \n0,15 fc281Yo pour \n• fissuration prejudiciable • \n1\n1\n-60 ksi •414 MPa \nfy•460 MPa \nYm•1,15 \nBSr 420/500: ~s -420 MPa \nou \n~s-500 MPa \nacier HA: A, AU, AK \nfytl fotlj!; \n: ;-: 210000MPa : \n: : '/ : \n. ' . \n0 \n• \nn • Es /4730 7t'c ~ 6 \nE\n5 \n• \n29 000 ksi • 200 000 MPa \nD • charges permanentes \nL • charges d'exploitation \nW•vent \nS • \nneige \n1,40+ 1,7L \n0\n,75 (1,40+ 1,7L+ 1,7W) \n0,9 D + 1,3W \nultime: Mu \nresistant (nominal) : Mn \n0 • 0 5%.:~ f$ \n!lc • Es/Ecrm •1,5 \nEc • 5,5 Ji;. hm \nE\n5 \n• \n20 kN/mm\n2 \nGk • charges permanen-\ntes \nQk • charges d'exploita-\ntion \nWk•vent \nSk•neige \n1,4Gk+ 1,6Qk \nGk+ 1,6Qk \n1,2Gk+ 1,2Qk+ 1,2Wk \nGk+1,4Wk \nultime:M \nresistant : Mu \nn•10 \nE\n5 \n• \n210 000 MPa \nsomme des actions sans \ncoefficients \n(ni majorateurs, ni minora-\nleurs) \nu~ime: M \nMu !> 0 Mn I M !> Mu \n0 • 'strength reduction factor\" \ncoeff. de securite y sur \ncontr.:",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
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