finish /clear,start /TIT, Coupe Salle de turbine [kN et m] /prep7 /ESHAPE,1.0 /VIEW,1,1,1,1 !KN !m ! Et,1,3 ! BEAM3 2D Elastic correspond à HEB 650 MP,EX,1,206000000 ! materiau acier Module d'Young 206 000 000 KN/m² ! festgelegte Einheiten sind also fuer die Kraft kN und fuer den Weg m! MP,PRXY,1,0.33 MP,ALPX,1,0.000012 !coefficent de dilatation ! Einheit in kg/m3 (mass density!) ! allgemein: Kraft=masse*Beschleunig=kg*m/s2=N=10^-3kN MP,dens,1,7900 R,1,0.0283,0.002106,0.650,,, !!!Keypoints!!! !Poteau! k,1,0,0,0 k,2,0,2.125,0 k,3,0,4.25,0 k,4,0,6.375,0 k,5,0,8.50,0,0 k,6,0,10,0 ! Niveau passerelle k,7,0,10.625,0 k,8,0,12,0 ! Niveau pont roulant k,9,0,12.75,0 k,10,0,14.875,0 k,11,0,17,0 !Traverse gauche! k,12,2.49,17.12,0 k,13,4.99,17.249,0 k,14,7.49,17.374,0 k,15,9.987,17.4993,0 k,16,12.48,17.624,0 k,17,15.0,17.75,0 k,100,15.1,17.75,0 !Traverse droite! k,18,17.52,17.624,0 k,19,20.013,17.4993,0 k,20,22.51,17.374,0 k,21,25.01,17.249,0 k,22,27.51,17.12,0 !Poteau droite! k,23,30,17,0 k,24,30,14.875,0 k,25,30,12.75,0 k,26,30,12,0 !Niveau Pont roulant k,27,30,10.625,0 k,28,30,10,0 ! Niveau passerelle k,29,30,8.50,0 k,30,30,6.375,0 k,31,30,4.25,0 k,32,30,2.125,0 k,33,30,0,0 !Pont roulant! k,34,0.8,12,0 !! console courte de 0.8 m (larg!!) k,35,29.2,12,0 !!Galerie au dessous du pont roulant !! k,36,1.2,10,0 !!Poteau gauche!! l,1,2 l,2,3 l,3,4 l,4,5 l,5,6 l,6,7 l,7,8 l,8,9 l,9,10 l,10,11 !!Traverse!! l,11,12 l,12,13 l,13,14 l,14,15 l,15,16 l,16,17 l,17,100 l,100,18 l,18,19 l,19,20 l,20,21 l,21,22 l,22,23 !!Poteau droite!! l,23,24 l,24,25 l,25,26 l,26,27 l,27,28 l,28,29 l,29,30 l,30,31 l,31,32 l,32,33 !!Pont roulant!! l,8,34 l,26,35 !!Galerie!! l,6,36 !! Poteau !! !R,1 !type,1 !mat,1 lsel,s,,,all Lmesh,all nsel,s,,,54 nsel,a,,,63 cp,next,rotz,54,63 allsel dk,1,UX,0 dk,1,UY,0 dk,1,UZ,0 dk,33,UX,0 dk,33,UY,0 dk,33,UZ,0 !!! Charges !!! !!Charges de poids propre!! !cas n°1 ! !poids propre traverse et pouteau! acel,0,0.010,0 !cas n°2 ! !panne et couverture toit! !Fk,11,Fy,-6.4 !Fk,12,Fy,-6.4 !Fk,13,Fy,-6.4 !Fk,14,Fy,-6.4 !Fk,15,Fy,-6.4 !Fk,16,Fy,-6.4 !Fk,17,Fy,-6.4 !FK,100,Fy,-6.4 !Fk,18,Fy,-6.4 !Fk,19,Fy,-6.4 !Fk,20,Fy,-6.4 !Fk,21,Fy,-6.4 !Fk,22,Fy,-6.4 !Fk,23,Fy,-6.4 !cas n°3! !poutre de charge du pont roulant! !Fk,34,Fy,-35 !Fk,35,Fy,-35 !cas n°4! !poutre de roulement du pont roulant IPE! !Fk,34,Fy,-4.70 !Fk,35,Fy,-4.70 !cas n°5! !filieres! !cote A! !Fk,1,Fy,-1.7 !Fk,2,Fy,-1.7 !Fk,3,Fy,-1.7 !Fk,4,Fy,-1.7 !Fk,5,Fy,-1.7 !Fk,7,Fy,-1.7 !Fk,9,Fy,-1.7 !Fk,10,Fy,-1.7 !Fk,11,Fy,-1.7 !cote B! !Fk,23,Fy,-1.7 !Fk,24,Fy,-1.7 !Fk,25,Fy,-1.7 !Fk,27,Fy,-1.7 !Fk,29,Fy,-1.7 !Fk,30,Fy,-1.7 !Fk,31,Fy,-1.7 !Fk,32,Fy,-1.7 !Fk,33,Fy,-1.7 !cas n°6! ! paenneux sandwich mur! !cote A! !Fk,1,Fy,-3.2 !Fk,2,Fy,-3.2 !Fk,3,Fy,-3.2 !Fk,4,Fy,-3.2 !Fk,5,Fy,-3.2 !Fk,7,Fy,-3.2 !Fk,9,Fy,-3.2 !Fk,10,Fy,-3.2 !Fk,11,Fy,-3.2 !cote B! !Fk,23,Fy,-3.2 !Fk,24,Fy,-3.2 !Fk,25,Fy,-3.2 !Fk,27,Fy,-3.2 !Fk,29,Fy,-3.2 !Fk,30,Fy,-3.2 !Fk,31,Fy,-3.2 !Fk,32,Fy,-3.2 !Fk,33,Fy,-3.2 !cas n°7! ! cailebotis pour la galerie! !Fk,36,Fy,-11.53 !!CHARGE D'EXPLOITATION!! !cas n°8! !charge d'exploitation toit! !Fk,11,Fy,-20 !Fk,12,Fy,-20 !Fk,13,Fy,-20 !Fk,14,Fy,-20 !Fk,15,Fy,-20 !Fk,16,Fy,-20 !Fk,17,Fy,-20 !FK,100,Fy,-20 !Fk,18,Fy,-20 !Fk,19,Fy,-20 !Fk,20,Fy,-20 !Fk,21,Fy,-20 !Fk,22,Fy,-20 !Fk,23,Fy,-20 !cas n°9! !charge d'exploitation galerie! !FK,36,Fy,-20 !cas n°10! ! charge du pont roulant y compris palan cote A! !Fk,34,Fy,-200 !cas n°11! ! charge du pont roulant y compris palan cote B! !Fk,35,Fy,-200 !cas n°12! !charge horizontale pont roulant !Fk,34,Fx,40 !cas n°13! !charge horizontale pont roulant !Fk,36,Fx,9 !cas n°14! !vent extrême (accidentel) sur la cote A! !vertical cote A! !direction x! !Fk,11,Fx,1.27 !Fk,12,Fx,1.27 !Fk,13,Fx,1.27 !Fk,14,Fx,1.27 !Fk,15,Fx,1.27 !Fk,16,Fx,1.27 !Fk,17,Fx,1.27 !direction y! !Fk,11,Fy,-25.83 !Fk,12,Fy,-25.83 !Fk,13,Fy,-25.83 !Fk,14,Fy,-25.83 !Fk,15,Fy,-25.83 !Fk,16,Fy,-25.83 !Fk,17,Fy,-25.83 !horizontal cote A! !Fk,1,Fx,15.56 !Fk,2,Fx,15.56 !Fk,3,Fx,15.56 !Fk,4,Fx,15.56 !Fk,5,Fx,15.56 !Fk,7,Fx,15.56 !Fk,9,Fx,15.56 !Fk,10,Fx,15.56 !Fk,11,Fx,15.56 !vertical cote B !direction x! !Fk,100,Fx,0.79 !Fk,18,Fx,0.79 !Fk,19,Fx,0.79 !Fk,20,Fx,0.79 !Fk,21,Fx,0.79 !Fk,22,Fx,0.79 !Fk,23,Fx,0.79 !direction y! !FK,100,Fy,15.93 !Fk,18,Fy,15.93 !Fk,19,Fy,15.93 !Fk,20,Fy,15.93 !Fk,21,Fy,15.93 !Fk,22,Fy,15.93 !Fk,23,Fy,15.93 !horizontal cote B! !Fk,23,Fx,9.4 !Fk,24,Fx,9.4 !Fk,25,Fx,9.4 !Fk,27,Fx,9.4 !Fk,29,Fx,9.4 !Fk,30,Fx,9.4 !Fk,31,Fx,9.4 !Fk,32,Fx,9.4 !Fk,33,Fx,9.4 !cas n°15! !vent normal sur la cote A! !vertical cote A! !direction x! !Fk,11,Fx,0.96 !Fk,12,Fx,0.96 !Fk,13,Fx,0.96 !Fk,14,Fx,0.96 !Fk,15,Fx,0.96 !Fk,16,Fx,0.96 !Fk,17,Fx,0.96 !direction y! !Fk,11,Fy,-19.23 !Fk,12,Fy,-19.23 !Fk,13,Fy,-19.23 !Fk,14,Fy,-19.23 !Fk,15,Fy,-19.23 !Fk,16,Fy,-19.23 !Fk,17,Fy,-19.23 !horizontal cote A! !Fk,1,Fx,12.024 !Fk,2,Fx,12.024 !Fk,3,Fx,12.024 !!Fk,4,Fx,12.024 !Fk,5,Fx,12.024 !Fk,7,Fx,12.024 !Fk,9,Fx,12.024 !Fk,10,Fx,12.024 !Fk,11,Fx,12.024 !vertical cote B !direction x! !Fk,100,Fx,0.6012 !Fk,18,Fx,0.6012 !!Fk,19,Fx,0.6012 !Fk,20,Fx,0.6012 !Fk,21,Fx,0.6012 !Fk,22,Fx,0.6012 !Fk,23,Fx,0.6012 !direction y! !Fk,100,Fy,12.024 !Fk,18,Fy,12.024 !Fk,19,Fy,12.024 !Fk,20,Fy,12.024 !Fk,21,Fy,12.024 !Fk,22,Fy,12.024 !Fk,23,Fy,12.024 !horizontal cote B! !Fk,23,Fx,7.35 !Fk,24,Fx,7.35 !Fk,25,Fx,7.35 !Fk,27,Fx,7.35 !Fk,29,Fx,7.35 !Fk,30,Fx,7.35 !Fk,31,Fx,7.35 !Fk,32,Fx,7.35 !Fk,33,Fx,7.35 ! cas n°16 ! !ksel,s,,,all !bfk,all,temp,25 allsel /solu solve save,saturbine-iso-n1-poidspropre.db /Post1 etab,motiz,smisc,6 etab,motjz,smisc,12 plls, motjz, motiz /eof /eof !A,1,2,5 !A,2,3,5 !A,3,4,5 !A,4,1,5 !A,2,6,8 !A,6,7,8 !A,7,3,8 !A,3,2,8 !A,4,3,203 !A,3,201,203 !A,201,202,203 !A,202,4,203 !A,3,7,205 !A,7,204,205 !A,204,201,205 !A,201,3,205 !asel,all !aglue,all !esize,,5 !Raster !Type,1 !Real,1 !Amesh,all