_______TRUSS PUNTONI-CATENA-MONACO-SAETTE ( 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=  3.0    Z=  0.  :   
3    Y=  6.0    Z=  0.  :   
4    Y=  3.0    Z=  0.5 :   
5    Y=  1.5    Z=  1.  :   
6    Y=  4.5    Z=  1.  :
7    Y=  3.0    Z=  1.  :
8    Y=  2.0    Z=  1.33 :
9    Y=  4.0    Z=  1.33 :
10   Y=  3.0    Z=  2.   :
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RESTRAINTS
1,10    R=1,0,0,0,1,1    :    la struttura giace nel piano zy
1       R=1,1,1,0,1,1    :    cerniera in fondazione
3       R=1,0,1,0,1,1    :    carrello in fondazione
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FRAME
NM= 1   NL= 1  : n.materiali & sezioni; n.carichi distrib. 
1     A=20E-2  I=34E-4    E=7.5E6   : esatti, da timber, per spostam.!
1   WG= .00000,0.,-10.00000  : carico distrib.traversi (v."NSL")
1, 1, 2    M=1    NSL=0    LP=3,0   LR=1,0 : 1, c'e' cerniera
2, 2, 3    M=1    NSL=0    LP=3,0   LR=0,1
3, 1, 5    M=1    NSL=1    LP=3,0   LR=1,0      
4, 5, 8    M=1    NSL=1    LP=3,0         
5, 8,10    M=1    NSL=1    LP=3,0   LR=0,1
6,10, 9    M=1    NSL=1    LP=3,0   LR=1,0      
7, 9, 6    M=1    NSL=1    LP=3,0               
8, 6, 3    M=1    NSL=1    LP=3,0   LR=0,1     
9, 8, 7    M=1    NSL=0    LP=3,0   LR=1,1      
10, 7, 9    M=1    NSL=0    LP=3,0  LR=1,1       
11,10, 7    M=1    NSL=0    LP=3,0  LR=1,0       
12, 7, 4    M=1    NSL=0    LP=3,0         
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LOADS
5  L=1  F=0.,0.,-20.
6  L=1  F=0.,0.,-20.
10  L=1  F=0.,0.,-30.
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