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"text": ". \nappui continu \nMoment positif a mi-portee \n0,034 0,038 0,040 \n0,043 0,045 \n0,047 0,050 0,053 0,034 \nPanneau A deux bords \nlongs non-continus \nMoments negatifs sur . . \n. \n0,045 \nappui continu \nMoment positif a ml-portee \n0,034 0,046 \n0,056 0,065 \n0,072 0,078 \n0,091 \n0,100 \n0,034 \nPanneau A trots bords \nnon-continus (un grand \nbord continu) \nMoments negatifs sur \n0,057 0,065 0,071 O,o76 \n0,081 0,084 \n0,092 0,098 \nappui continu \n0,060 \n0,063 0,069 \n0,074 \n0,044 \nMoment positif a mi-portee \n0,043 0,048 \n0,053 0,057 \nPanneau A trots bords \nnon-continus (un petit \n• \nbord continu) \nMoments negatifs sur \n0,058 \nappui continu \n. \n. \nMoment positif a mi-portee \n0,042 0,054 0,063 \n0,071 0,078 0,084 \n0,096 \n0,105 \n0,044 \nPanneau a quatre appuls \nsimples \nMoment positlf a mi-portee \n0,055 \n0,065 0,074 0,081 \n0,087 0,092 \n0,103 \n0,\n111 \n0,056 \n503 \n\n4.6.5. Planchers-dalles (flat-slabs, art.3. 7) \nLe calcul peut etre effectue selon trois methodes : \n-Ia methode des portiques equivalents (dalles, poteaux), methode identique a celle du \nBAEL,",
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"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
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