pfe.gc.0228
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Tableau 5.3 b - Résultats du design en flexion<br />
(résistance aux moments négatifs)<br />
Sections A ps f Ms<br />
As Ai M R<br />
(mm" ) ( Pa) barres barres (kN.m)<br />
S'0 8400 1858,26 105#10 90#10 31051,8<br />
5'5 11200 1819,08 61#10 80#10 35437,0<br />
S20 14000 1785,85 21#10 65#10 39795,4<br />
5 25 19600 1765,18 21#10 56#25 54214,1<br />
S30 25200 1766,71 21#10 60#35 69320,7<br />
S35 33600 1752,07 105#15 72#45 102878,0<br />
S40 36400 1768,49 49#25 110#35 146569,6<br />
S44 39200 1765,09 21#10 49#35 210279,6<br />
S45 - 39200 1764,97 21#10 49#35 210266,5<br />
S45 + 25200 1810,54 21#10 72#15 137125,0<br />
S46 25200 1810,67 21#10 72#15 137134,2<br />
S50 22400 1820,64 21#10 21#25 117450,2<br />
S55 19600 1800,20 21#10 81#10 82102,6<br />
page 97 Chapitre 5