_______inc-appg CARICATA LINEARMENTE ( u.d.m.: [m],[kN] ) SYSTEM L= 1 : C__________________________________________________________ JOINTS 1 Y=0.0 Z=0. : 2 Y=5.0 Z=0. : : C_____________________________________________________________ RESTRAINTS 1,2 R=1,0,0,0,1,1 : la struttura giace nel piano zy 1 R=1,1,1,1,1,1 : incastro in fondazione 2 R=1,1,1,0,1,1 : appoggio in fondazione : C____________________________________________________________ FRAME NM= 1 NL= 1 : n.materiali & sezioni; n.carichi distrib. 1 A=0.15 I=0.003125 E=2E8 : 1 TRAP=0,0,0,5,-10,0,0,0,0 : carico distrib.linearm.traversi (v."NSL") 1,1,2 M=1 NSL=1 LP=3,0 : C____________________________________________________________ C LOADS C 3 L=1 F=0.,0.,-20. C 4 L=1 F=0.,0.,-20. C 6 L=1 F=0.,0.,-30. :