poutre
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1Niveau:
Nom: Cote de niveau: ---Tenue au feu: 0 hFissuration: peu prjudiciableMilieu: non agressif2Poutre: Poutre2Nombre: 12.1Caractristiques des matriaux:Bton: fc28 = 25,00 (MPa)Densit = 2501,36 (kG/m3)Aciers longitudinaux: type HA 500fe = 500,00 (MPa)Armature transversale: type HA 500fe = 500,00 (MPa)2.2Gomtrie:2.2.1DsignationPositionAPGLAPD(m)(m)(m)P1Trave0,300,750,20Section de0,00 0,75 (m)30,0 x 30,0 (cm)Pas de plancher gauchePas de plancher droit2.2.2DsignationPositionAPGLAPD(m)(m)(m)P2Trave0,200,300,00Section de0,00 0,30 (m)30,0 x 30,0 (cm)Pas de plancher gauchePas de plancher droit2.3Hypothses de calcul:Rglement de la combinaison: BAEL 91Calculs suivant: BAEL 91 mod. 99Dispositions sismiques: nonPoutres prfabriques: nonEnrobage: Aciers infrieursc = 3,0 (cm): latralc1 = 3,0 (cm): suprieurc2 = 3,0 (cm)Tenue au feu: forfaitaireCoefficient de redistribution des moments sur appui: 0,80Ancrage du ferraillage infrieur:appuis de rive (gauche): Autoappuis de rive (droite): Autoappuis intermdiaires (gauche): Autoappuis intermdiaires (droite): Auto
2.4Chargements:
2.5Rsultats thoriques:2.5.1Sollicitations ELUDsignationMtmax.Mtmin.MgMdVgVd(kN*m)(kN*m)(kN*m)(kN*m)(kN)(kN)P10,000,000,000,000,000,00P20,000,000,000,000,000,00
2.5.2Sollicitations ELSDsignationMtmax.Mtmin.MgMdVgVd(kN*m)(kN*m)(kN*m)(kN*m)(kN)(kN)P10,000,000,000,000,000,00P20,000,000,000,000,000,00
2.5.3Sollicitations ELU - combinaison rareDsignationMtmax.Mtmin.MgMdVgVd(kN*m)(kN*m)(kN*m)(kN*m)(kN)(kN)P10,000,000,000,000,000,00P20,000,000,000,000,000,00
2.5.4Sections Thoriques d'AcierDsignationTrave (cm2)Appui gauche (cm2)Appui droit (cm2)inf.sup.inf.sup.inf.sup.P10,000,000,000,000,000,00
P20,000,000,000,000,000,00
2.5.5Flches
Fgi- flche due aux charges permanentes totalesFgv- flche de longue dure due aux charges permanentesFji- flche due aux charges permanentes la pose des cloisonsFpi- flche due aux charges permanentes et d'exploitationDFt- part de la flche totale comparable la flche admissibleFadm- flche admissible
Trave FgiFgvFjiFpiDFtFadm(cm)(cm)(cm)(cm)(cm)(cm)P10,00,00,00,00,00,0P20,00,00,00,00,00,0
2.5.6Contrainte dans la bielle comprime
Valeur admissible: 0,00 (MPa)
a/addsbc AAtheorAr()(MPa)()()
2.6Rsultats thoriques - dtaills:
2.6.1P1 : Trave de 0,30 1,05 (m)ELUELSELU - comb. acc.AbscisseM max.M min.M max.M min.M max.M min.A chapeauA traveA compr.(m)(kN*m)(kN*m)(kN*m)(kN*m)(kN*m)(kN*m)(cm2)(cm2)(cm2)0,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
ELUELSELU - comb. acc.AbscisseV max.V red.V max.V red.V max.V red.(m)(kN)(kN)(kN)(kN)(kN)(kN)0,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
Abscisseeaeacebsasacsb*(m)(MPa)(MPa)(MPa)0,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
2.6.2P2 : Trave de 1,25 1,55 (m)ELUELSELU - comb. acc.AbscisseM max.M min.M max.M min.M max.M min.A chapeauA traveA compr.(m)(kN*m)(kN*m)(kN*m)(kN*m)(kN*m)(kN*m)(cm2)(cm2)(cm2)0,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
ELUELSELU - comb. acc.AbscisseV max.V red.V max.V red.V max.V red.(m)(kN)(kN)(kN)(kN)(kN)(kN)0,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
Abscisseeaeacebsasacsb*(m)(MPa)(MPa)(MPa)0,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
*- contraintes dans ELS, dformations en ELS2.7Ferraillage:2.7.1P1 : Trave de 0,30 1,05 (m)Ferraillage longitudinal:
2.7.2P2 : Trave de 1,25 1,55 (m)Ferraillage longitudinal:
3Quantitatif:Volume de Bton= 0,14 (m3)Surface de Coffrage= 1,43 (m2)