__________________________TRAVE SU 3 APPOGGI ( u.d.m.: [m],[kN] ) SYSTEM L= 1 : C__________________________________________________________ JOINTS 1 Y= .0 Z= 0. : per travata, serve solo modif. Y 2 Y= 4.0 Z= 0. : 3 Y= 5.0 Z= 0. : 4 Y= 6.0 Z= 0. : : C_____________________________________________________________ RESTRAINTS 1, 4 R=1,0,0,0,1,1 : la struttura giace nel piano zy 1 R=1,1,1,0,1,1 : 2 R=1,1,1,0,1,1 : appoggio in fondazione 4 R=1,1,1,0,1,1 : : C____________________________________________________________ FRAME NM= 1 NL= 1 : n.materiali & sezioni; n.carichi distrib. 1 A=39.1E-4 I=3892E-8 E=2E8 : esatti, da profil., per spostam.! 1 WL=0.00000,-0.0,0.00000 : carico distrib.traversi (v."NSL") 1, 1, 2 M=1 NSL=0 LP=3,0 2, 2, 3 M=1 NSL=0 LP=3,0 3, 3, 4 M=1 NSL=0 LP=3,0 : C____________________________________________________________ LOADS 3 L=1 F=0.,0.,-100. :