_______SC20809 SAP90, trave continua ( u.d.m.: [m],[kN] ) SYSTEM L= 1 : C__________________________________________________________ JOINTS 1 Y= .0 Z= 0. : per travata, serve solo modif. Y 2 Y= 2.0 Z= 0. : 3 Y= 4.0 Z= 0. : 4 Y= 8.0 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 : appoggio in fondazione 4 R=1,1,0,1,1,1 : pattino in fondazione : C____________________________________________________________ FRAME NM= 3 NL= 1 : n.materiali & sezioni; n.carichi distrib. 1 A=116.E-4 I=48200E-8 E=2E8 : esatti, da profil., per spostam.! 2 A=84.5E-4 I=23130E-8 E=2E8 : esatti, da profil., per spostam.! 3 A=53.8E-4 I=8356E-8 E=2E8 : esatti, da profil., per spostam.! 1 WL= .00000,-20.,.00000 : carico distrib.traversi (v."NSL") 1, 1, 2 M=1 NSL=0 LP=3,0 2, 2, 3 M=3 NSL=0 LP=3,0 LR=0,1 : 1, c'e' cerniera 3, 3, 4 M=3 NSL=1 LP=3,0 LR=1,0 : C____________________________________________________________ LOADS 2 L=1 F=0.,0.,-100. :