__________________________qex97 ( u.d.m.: [m],[kN] )
SYSTEM
L= 1
:                                 
C__________________________________________________________
JOINTS                     :   
 1    Y=   .0    Z=  6.0   :   
 2    Y=  3.0    Z=  6.0   :   
 3    Y=  7.0    Z=  6.0   :   
 4    Y= 10.0    Z=  6.0   :   
 5    Y= 13.0    Z=  6.0   :   
 6    Y= 16.0    Z=  6.0
 7    Y=  7.0    Z=  0.0
 8    Y= 16.0    Z=  1.5
:                          :   
C____________________________________________________________
RESTRAINTS
 1, 8     R=1,0,0,0,1,1    :    la struttura giace nel piano zy
 1        R=1,1,1,0,1,1    :    cerniera in fondazione
 7        R=1,1,1,1,1,1    :    incastro in fondazione
 8        R=1,1,1,1,1,1    :    incastro "   
:
C____________________________________________________________
FRAME
NM= 2   NL= 1  
 1     A=.24  I=  7.2E-3   AS=.2    E= 3E7   : (trave)
 2     A=.2   I=  4.17E-3  AS=.167  E= 3E7   : (col.)
 1   WL=0.00000,-10.,0.00000  : carico distrib.traversi (v."NSL")
 1, 1, 2    M=1    NSL=1    LP=3,0   LR=0,1
 2, 2, 3    M=1    NSL=1    LP=3,0   LR=1,0
 3, 3, 4    M=1    NSL=1    LP=3,0   LR=0,1
 4, 4, 5    M=1    NSL=1    LP=3,0   LR=1,1
 5, 5, 6    M=1    NSL=1    LP=3,0   LR=1,0
 6, 3, 7    M=2    NSL=0    LP=3,0   
 7, 6, 8    M=2    NSL=0    LP=3,0   
:
C____________________________________________________________
C LOADS
C 2   L= 1     F=0,50.,0      : carichi orizzontali nodali 
: