chunk_431.json•1.55 kB
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"text": "2.50 \n2.50 \n··············································· \n• MOMENTS ENVELOPPE (kNm) • \n······················--······-············· \n~;;~-;;~-;;;;~~;;·:·-~·;;;o~t:·-~;:;:-~;:~;;~-~;-;;;o~~-~ \n: ---;---------~~;-~-------_;2~;----------~-~---------~;l~~----\n2 -189.7 -178.2 -117.0 -108.5 \n3 -182.4 -198.9 -112.0 -121.8 \n4 \n-44.2 0.0 : -22.5 : 0.0 : \n----------------------------------------------------------\n----------------------------------\n: Trav. No : Min Mi-Trav : Max Mi-Trav : \n----------------------------------\nI \n2 \n3 \n71.6 \n35.6 \n73.8 \n149.9 \n100.9 \n154.1 \n----------------------------------\nREMARQu£ :Erreur lnterieure a I% Quand Poteaux de Rive e~ Centraux \nont des Sections Dillerentes. \nlc28 Beton : \n25.0 MPa \n568 \n• Ell. Tranch. -Chapeaux • \nNOTA: !ere Ugne -:Longueur Chapeau (m) (a partir axe appui) \n2eme Ugne --:EJfort Trcmchant (V) kN \n3eme Ugne -:Avjs (cm2/m) (-1 slgnifie:Section lnsu!fisante) \n:Appui No: Gauche : Droite \n0.000 0.379 \n0.00 170.65 \n0 .00 0.00 \n2 1.163 \n1.349 \n215.59 \n180.08 \n0.00 \n0.00 \n3",
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"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
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