____________________2-bay 2-storey frame ( u.d.m.: [m],[kN] )
SYSTEM
L= 1
:                                  ^z
C__________________________________|_________________________
JOINTS                     :       |
 1    Y=   .0    Z=   .0   :      7 _____________________ 9
 2    Y=  6.0    Z=   .0   :       |   [9]   8|    [10]  |
 3    Y= 12.0    Z=   .0   :       |[2]       |[4]       |[6]
 4    Y=   .0    Z=  4.0   :       |         5|          |
 5    Y=  6.0    Z=  4.0   :      4|__________|__________|6
 6    Y= 12.0    Z=  4.0   :       |   [7]    |     [8]  |
 7    Y=   .0    Z=  7.5   :       |[1]       |[3]       |[5]
 8    Y=  6.0    Z=  7.5   :      1|         2|         3|   
 9    Y= 12.0    Z=  7.5   :      _|_        _|_        _|_ __>y
:                                
C____________________________________________________________
RESTRAINTS
 1, 9     R=1,0,0,0,1,1    :    la struttura giace nel piano zy
 1, 3     R=1,1,1,1,1,1    :    incastri in fondazione
:
C____________________________________________________________
FRAME
NM= 3   NL= 1  
 1     A=118.E-4  I=  14920.E-8   E= 2E8   :HEB260 (col.)
 2     A=106.E-4  I=  11260.E-8   E= 2E8   :HEB240 (col.)
 3     A=131.E-4  I=  19270.E-8   E= 2E8   :HEB280 (travi)
 1   WL= .00000,-40.,.00000  : carico distrib.traversi (v."NSL")
 1, 1, 4    M=1    NSL=0    LP=3,0 :"M" v.sezione;"LP" rifer.locale
 2, 4, 7    M=2    NSL=0    LP=3,0
 3, 2, 5    M=1    NSL=0    LP=3,0
 4, 5, 8    M=2    NSL=0    LP=3,0
 5, 3, 6    M=1    NSL=0    LP=3,0
 6, 6, 9    M=2    NSL=0    LP=3,0
 7, 4, 5    M=3    NSL=1    LP=3,0
 8, 5, 6    M=3    NSL=1    LP=3,0
 9, 7, 8    M=3    NSL=1    LP=3,0
10, 8, 9    M=3    NSL=1    LP=3,0
:
C____________________________________________________________
LOADS
 4   L= 1     F=0,90.,0      : carichi orizzontali nodali 
 7            F=0,70.,0      :     (in corrisp. traversi)
: