+-------------------+ | RDM 6 - Ossatures | +-------------------+ Nom du projet : plateau Date : 29 octobre 2015 +--------------------+ | Résultats : Cas 1 | +--------------------+ +---------------------------------+ | Déplacements nodaux [ cm, rad ] | +---------------------------------+ Noeud dz rotx roty 1 0.000E+00 -3.385E-04 1.974E-04 2 -1.311E-02 -2.314E-04 1.974E-04 3 -1.955E-02 -6.916E-05 2.884E-04 4 -1.955E-02 6.916E-05 2.884E-04 5 -1.311E-02 2.314E-04 1.974E-04 6 0.000E+00 3.385E-04 1.974E-04 7 0.000E+00 -3.385E-04 -1.974E-04 8 -1.311E-02 -2.314E-04 -1.974E-04 9 -1.955E-02 -6.916E-05 -2.884E-04 10 -1.955E-02 6.916E-05 -2.884E-04 11 -1.311E-02 2.314E-04 -1.974E-04 12 0.000E+00 3.385E-04 -1.974E-04 13 0.000E+00 -2.314E-04 -3.984E-04 14 0.000E+00 -2.314E-04 3.984E-04 15 0.000E+00 -6.916E-05 5.943E-04 16 0.000E+00 -6.916E-05 -5.943E-04 17 0.000E+00 6.916E-05 -5.943E-04 18 0.000E+00 6.916E-05 5.943E-04 19 0.000E+00 2.314E-04 -3.984E-04 20 0.000E+00 2.314E-04 3.984E-04 Déplacement maximal sur z = 1.9553E-02 cm [ Noeud 3 ] +-----------------------------------+ | Action(s) de liaison [ N N.cm ] | +-----------------------------------+ Noeud 1 - Rz = 1.0 Mx = 0.0 My = 0.0 Noeud 6 - Rz = 1.0 Mx = 0.0 My = 0.0 Noeud 7 - Rz = 1.0 Mx = 0.0 My = 0.0 Noeud 12 - Rz = 1.0 Mx = 0.0 My = 0.0 Noeud 13 - Rz = 1.8 Mx = 0.0 My = 0.0 Noeud 14 - Rz = 1.8 Mx = 0.0 My = 0.0 Noeud 15 - Rz = 2.6 Mx = 0.0 My = 0.0 Noeud 16 - Rz = 2.6 Mx = 0.0 My = 0.0 Noeud 17 - Rz = 2.6 Mx = 0.0 My = 0.0 Noeud 18 - Rz = 2.6 Mx = 0.0 My = 0.0 Noeud 19 - Rz = 1.8 Mx = 0.0 My = 0.0 Noeud 20 - Rz = 1.8 Mx = 0.0 My = 0.0 Somme des actions de liaison : Rz = 21.4 N Somme des forces appliquées à la structure : Fz = -1.44328993201270E-0014 N +--------------------------------+ | Efforts intérieurs [ N N.cm ] | +--------------------------------+ TY = Effort tranchant Mt = Moment de torsion MfZ = Moment fléchissant ELE ori TYo Mto MfZo ext TYe Mte MfZe TYmax MfZmax 1 1 -1.0 -0.0 -0.0 2 0.0 -0.0 21.2 1.0 21.2 2 2 -0.4 2.1 21.2 3 0.7 2.1 14.8 0.7 24.1 3 3 -0.5 -0.0 14.8 4 0.5 -0.0 14.8 0.5 20.5 4 4 -0.7 -2.1 14.8 5 0.4 -2.1 21.2 0.7 24.1 5 5 -0.0 -0.0 21.2 6 1.0 -0.0 -0.0 1.0 21.2 6 7 -1.0 -0.0 0.0 8 0.0 -0.0 21.2 1.0 21.2 7 8 -0.4 -2.1 21.2 9 0.7 -2.1 14.8 0.7 24.1 8 9 -0.5 -0.0 14.8 10 0.5 -0.0 14.8 0.5 20.5 9 10 -0.7 2.1 14.8 11 0.4 2.1 21.2 0.7 24.1 10 11 -0.0 0.0 21.2 12 1.0 0.0 -0.0 1.0 21.2 11 13 -1.8 -0.0 0.0 8 -0.9 -0.0 53.2 1.8 53.2 12 8 -0.5 -0.0 55.2 2 0.5 -0.0 55.2 0.5 59.9 13 2 0.9 -0.0 53.2 14 1.8 -0.0 -0.0 1.8 53.2 14 15 -2.6 0.0 0.0 3 -1.6 0.0 84.2 2.6 84.2 15 3 -0.5 -0.0 82.1 9 0.5 -0.0 82.1 0.5 86.8 16 9 1.6 -0.0 84.2 16 2.6 -0.0 -0.0 2.6 84.2 17 17 -2.6 0.0 -0.0 10 -1.6 0.0 84.2 2.6 84.2 18 10 -0.5 0.0 82.1 4 0.5 0.0 82.1 0.5 86.8 19 4 1.6 0.0 84.2 18 2.6 0.0 0.0 2.6 84.2 20 19 -1.8 -0.0 0.0 11 -0.9 -0.0 53.2 1.8 53.2 21 11 -0.5 -0.0 55.2 5 0.5 -0.0 55.2 0.5 59.9 22 5 0.9 -0.0 53.2 20 1.8 -0.0 -0.0 1.8 53.2