__________________________qex81 ( u.d.m.: [m],[kN] )
SYSTEM
L= 1
:                                  ^z
C__________________________________|_________________________
JOINTS                     :       |  10kN/m	10kN/m
 1    Y=   .0    Z=  0.0   :     2  _________o_________                  
 2    Y=   .0    Z=  6.0   :       |   [2]   3   [3]   |4
 3    Y=  3.0    Z=  6.0   :       |                   |
 4    Y=  6.0    Z=  6.0   :       |                   |[4]
 5    Y=  6.0    Z=  2.0   :       | [1]               |
:                          :       |                   o 5
:                          :       |           
:                          :       |           
:                          :     1_|_                __>y
:                                
C____________________________________________________________
RESTRAINTS
 1, 5     R=1,0,0,0,1,1    :    la struttura giace nel piano zy
 1        R=1,1,1,1,1,1    :    incastro in fondazione
 5        R=1,1,1,0,1,1    :    cerniera "   
:
C____________________________________________________________
FRAME
NM= 2   NL= 1  
 1     A=.24  I=  7.2E-3   E= 3E7   : (trave)
 2     A=.2   I=  4.17E-3  E= 3E7   : (col.)
 1   WL= .00000,-10.,.00000  : carico distrib.traversi (v."NSL")
 1, 1, 2    M=2    NSL=0    LP=3,0 :"M" v.sezione;"LP" rifer.locale
 2, 2, 3    M=1    NSL=1    LP=3,0   LR=0,1
 3, 3, 4    M=1    NSL=1    LP=3,0   LR=1,0
 4, 4, 5    M=2    NSL=0    LP=3,0
:
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C LOADS
C 4   L= 1     F=0,90.,0      : carichi orizzontali nodali 
C 7            F=0,70.,0      :     (in corrisp. traversi)
C: