__________________________qex97 ( u.d.m.: [m],[kN] )
SYSTEM
L= 1
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JOINTS                     :   
 1    Y=   .0    Z=  0.  :   per travata, serve solo modif. Y
 2    Y=  6.0    Z=  0.  :   
 3    Y=  8.0    Z=  0.  :   
 4    Y= 10.0    Z=  0.  :   
 5    Y= 12.0    Z=  0.  :   
 6    Y= 14.99    Z=  0.  :
 7    Y= 15.0    Z=  0.  :
 8    Y= 18.0    Z=  0.  :
:
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RESTRAINTS
 1, 8     R=1,0,0,0,1,1    :    la struttura giace nel piano zy
 1        R=1,0,1,1,1,1    :    giunti in  fondazione
 7        R=1,1,1,0,1,1    :    appoggio in fondazione
 8        R=1,1,1,1,1,1    :    incastro in fondazione
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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,-10.,.00000  : carico distrib.traversi (v."NSL")
 1, 1, 2    M=1    NSL=0    LP=3,0   LR=0,1 : 1, c'e' cerniera
 2, 2, 3    M=3    NSL=1    LP=3,0   LR=1,0
 3, 3, 4    M=3    NSL=1    LP=3,0         
 4, 4, 5    M=3    NSL=1    LP=3,0   LR=0,1
 5, 5, 6    M=2    NSL=0    LP=3,0   LR=1,0
 6, 6, 7    M=2    NSL=0    LP=3,0         
 7, 7, 8    M=2    NSL=0    LP=3,0         
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LOADS
3  L=1  F=0.,0.,-20.
4  L=1  F=0.,0.,-20.
6  L=1  F=0.,0.,-30.
: