__________________________CAPRIATA LEGNO/ACCIAIO ( u.d.m.: [m],[kN] )
SYSTEM
L= 1
:                                 
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JOINTS                     
1    X=1.126510E-001   Z=4.145620E-001   :   
2    X=5.129126E-001   Z=5.005617E-001   :   
10   X=1.3135890   Z=6.726004E-001   :   
11   X=2.1139050   Z=8.445596E-001   :   
7    X=2.9149550   Z=1.0166760   :   
12   X=3.7107920   Z=1.1876740   :
13   X=4.5098140   Z=1.3593610   :
8    X=4.8113470   Z=1.4320390   :
14   X=5.1594460   Z=1.3645520   :
15   X=5.9581620   Z=1.1914390   :
9    X=6.7763590   Z=1.0166760   :   
16   X=7.5544260   Z=8.454024E-001
17   X=8.3544290   Z=6.719784E-001   :
5    X=9.1456660   Z=5.004542E-001   :
18   X=9.9423570   Z=3.277481E-001   :
19   X=10.7423600  Z=1.543237E-001   :
6    X=11.5046100  Z=-1.091714E-002  :
3    X=3.0242120   Z=5.001767E-001   :
4    X=6.6641850   Z=5.0043551E-001  :
:
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RESTRAINTS
1,19     R=0,1,0,1,0,1    :    la struttura giace nel piano zx
2        R=1,1,1,1,0,1    :    cerniera in fondazione
5        R=0,1,1,1,0,1    :    carrello in fondazione
:
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FRAME
NM=4   NL=1  : n.materiali & sezioni; n.carichi distrib. 
1     A=1.539E-4    I=0      E=2E8   : cavi acciaio alta resist.
2     A=1.539E-4    I=0      E=2E8   : tubi tesi acciaio
3     A=7.068E-4    I=0      E=2E8   : tubi compressi acciaio
4     A=20E-2     I=34E-4  E=7.5E6 : trave legno
1   WG= .00000,.00000,-1.0125  : carico distrib.traversi (v."NSL")
1, 2, 3    M=1    NSL=0    LP=2,0   LR=1,1 : 1, c'e' cerniera
2, 3, 4    M=1    NSL=0    LP=2,0   LR=1,1
3, 4, 5    M=1    NSL=0    LP=2,0   LR=1,1         
4, 3, 7    M=2    NSL=0    LP=2,0   LR=1,1
5, 3, 8    M=3    NSL=0    LP=2,0   LR=1,1
6, 8, 4    M=3    NSL=0    LP=2,0   LR=1,1         
7, 4, 9    M=2    NSL=0    LP=2,0   LR=1,1         
8, 1, 2    M=4    NSL=1    LP=2,0         
9, 10, 11    M=4    NSL=1    LP=2,0         
10, 12, 13    M=4    NSL=1    LP=2,0         
11, 14, 15    M=4    NSL=1    LP=2,0         
12, 16, 17    M=4    NSL=1    LP=2,0         
13, 18, 19    M=4    NSL=1    LP=2,0         
14, 2, 10  M=4    NSL=1    LP=2,0
15, 11, 7  M=4    NSL=1    LP=2,0
16, 7, 12  M=4    NSL=1    LP=2,0
17, 13, 8  M=4    NSL=1    LP=2,0  
18, 8, 14  M=4    NSL=1    LP=2,0
19, 15, 9  M=4    NSL=1    LP=2,0
20, 9, 16  M=4    NSL=1    LP=2,0
21, 17, 5  M=4    NSL=1    LP=2,0
22, 5, 18  M=4    NSL=1    LP=2,0
23, 19, 6  M=4    NSL=1    LP=2,0
:
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LOADS
1  L=1  F=0.,0.,-25.2024
6,19  L=1  F=0.,0.,-25.2024
3,4  L=1  F=0.,0.,-1.
: