_______MENSOLA CARICATA LINEARMENTE ( u.d.m.: [m],[kN] )
SYSTEM
L= 1
:                                 
C__________________________________________________________
JOINTS                     
1    Y=   .0    Z=  5.  :   
2    Y=  4.0   Z=  5.  :   
:
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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
:
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FRAME
NM= 1   NL= 1  : n.materiali & sezioni; n.carichi distrib. 
1     A=0.15   I=0.003125    E=2E8   : 
1     TRAP=0,0,0,4,-100,0,0,0,0 : carico distrib.linearm.traversi (v."NSL")
1, 1, 2    M=1    NSL=1    LP=3,0   
:
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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.
: