__________________________sa20304 ( u.d.m.: [m],[kN] ) SYSTEM L= 1 : C__________________________________________________________ JOINTS : 1 Y= .0 Z= 0. : per travata, serve solo modif. Y 2 Y= 3.0 Z= 0. : 3 Y= 6.0 Z= 0. : 4 Y= 9.0 Z= 0. : 5 Y= 12.0 Z= 0. : : C_____________________________________________________________ RESTRAINTS 1, 5 R=1,0,0,0,1,1 : la struttura giace nel piano zy 1 R=1,1,1,1,1,1 : giunti in fondazione 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=98.8E-4 I=33740E-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 : 1, c'e' cerniera 2, 2, 3 M=1 NSL=0 LP=3,0 LR=0,1 3, 3, 4 M=1 NSL=0 LP=3,0 LR=1,0 4, 4, 5 M=1 NSL=0 LP=3,0 : C____________________________________________________________ LOADS 5 L=1 F=0.,0.,-75. :