/ ______________________________________________________________________________
/ Straus7 MODEL EXCHANGE FILE
/ TIMESTAMP: 11:48:26 am, 25 maggio 2021

/ ______________________________________________________________________________
/ MODEL INFORMATION

   FileFormat           Straus7.2.2.0
   ModelName            "Mesh1"
   Title                ""
   Project              ""
   Author               ""
   Reference            ""
   Comments             ""

/ ______________________________________________________________________________
/ UNITS

   LengthUnit           mm
   MassUnit             kg
   EnergyUnit           J
   PressureUnit         kg.cm-2
   ForceUnit            kg
   TemperatureUnit      K

/ ______________________________________________________________________________
/ GROUP DEFINITIONS

   Group                    1    16711680   "\\Model"

/ ______________________________________________________________________________
/ FREEDOM CASE DEFINITIONS

   FreedomCase              1   "Freedom Case 1"
    

/ ______________________________________________________________________________
/ LOAD CASE DEFINITIONS

   LoadCase                 1   "pp"

   LoadCase                 2   "vento"


/ ______________________________________________________________________________
/ LOAD CASE COMBINATIONS

   LoadCaseCombination       3   "Combination Case"
      1         1.30000000000000E+0  
      2         1.50000000000000E+0  


/ ______________________________________________________________________________
/ COORDINATE SYSTEM DEFINITIONS

   CoordSys                 1   "Global XYZ"  GlobalXYZ


/ ______________________________________________________________________________
/ NODE COORDINATES

   Node                     1     0.00000000000000E+0      0.00000000000000E+0      0.00000000000000E+0  
   Node                     2     0.00000000000000E+0      0.00000000000000E+0      4.50000000000000E+3  
   Node                     3     8.00000000000000E+3      0.00000000000000E+0      7.50000000000000E+2  
   Node                     4     8.00000000000000E+3      0.00000000000000E+0      4.50000000000000E+3  
   Node                     5     1.33333333333333E+3      0.00000000000000E+0      4.50000000000000E+3  
   Node                     6     2.66666666666667E+3      0.00000000000000E+0      4.50000000000000E+3  
   Node                     7     4.00000000000000E+3      0.00000000000000E+0      4.50000000000000E+3  
   Node                     8     5.33333333333333E+3      0.00000000000000E+0      4.50000000000000E+3  
   Node                     9     6.66666666666667E+3      0.00000000000000E+0      4.50000000000000E+3  
   Node                    10     0.00000000000000E+0      0.00000000000000E+0      3.75000000000000E+3  
   Node                    11     0.00000000000000E+0      0.00000000000000E+0      3.00000000000000E+3  
   Node                    12     0.00000000000000E+0      0.00000000000000E+0      2.25000000000000E+3  
   Node                    13     0.00000000000000E+0      0.00000000000000E+0      1.50000000000000E+3  
   Node                    14     0.00000000000000E+0      0.00000000000000E+0      7.50000000000000E+2  
   Node                    15     8.00000000000000E+3      0.00000000000000E+0      4.00000000000000E+3  
   Node                    16     8.00000000000000E+3      0.00000000000000E+0      3.50000000000000E+3  
   Node                    17     8.00000000000000E+3      0.00000000000000E+0      2.25000000000000E+3  
   Node                    18     8.00000000000000E+3      0.00000000000000E+0      1.75000000000000E+3  
   Node                    19     8.00000000000000E+3      0.00000000000000E+0      1.25000000000000E+3  

/ ______________________________________________________________________________
/ BEAM ELEMENTS

   Beam                     1       1       1       9       4 
   Beam                     2       1       2      14       1 
   Beam                     3       1       3      19       3 
   Beam                     4       1       1       2       5 
   Beam                     5       1       1       5       6 
   Beam                     6       1       1       6       7 
   Beam                     7       1       1       7       8 
   Beam                     8       1       1       8       9 
   Beam                     9       1       2       2      10 
   Beam                    10       1       2      10      11 
   Beam                    11       1       2      11      12 
   Beam                    12       1       2      12      13 
   Beam                    13       1       2      13      14 
   Beam                    14       1       3       4      15 
   Beam                    15       1       3      15      16 
   Beam                    16       1       3      16      17 
   Beam                    17       1       3      17      18 
   Beam                    18       1       3      18      19 

/ ______________________________________________________________________________
/ BEAM ANGLES

   BmAngle                  1     9.00000000000000E+1  
   BmAngle                  2     9.00000000000000E+1  
   BmAngle                  3     9.00000000000000E+1  
   BmAngle                  4     9.00000000000000E+1  
   BmAngle                  5     9.00000000000000E+1  
   BmAngle                  6     9.00000000000000E+1  
   BmAngle                  7     9.00000000000000E+1  
   BmAngle                  8     9.00000000000000E+1  
   BmAngle                  9     9.00000000000000E+1  
   BmAngle                 10     9.00000000000000E+1  
   BmAngle                 11     9.00000000000000E+1  
   BmAngle                 12     9.00000000000000E+1  
   BmAngle                 13     9.00000000000000E+1  
   BmAngle                 14     9.00000000000000E+1  
   BmAngle                 15     9.00000000000000E+1  
   BmAngle                 16     9.00000000000000E+1  
   BmAngle                 17     9.00000000000000E+1  
   BmAngle                 18     9.00000000000000E+1  

/ ______________________________________________________________________________
/ BEAM ROTATIONAL END-RELEASES

   BmEndReleaseR            1       2   R1                         R2                                                  
   BmEndReleaseR            4       1   R1                         R2                                                  

/ ______________________________________________________________________________
/ NODE RESTRAINTS (ROTATION AS RADIAN)
/ Freedom Case 1
   NdFreedom                1       1       1       DX  DY  DZ  RX  RY  RZ
   NdFreedom                1       2       1           DY      RX      RZ
   NdFreedom                1       3       1       DX  DY  DZ  RX  RY  RZ
   NdFreedom                1       4       1           DY      RX      RZ
   NdFreedom                1       5       1           DY      RX      RZ
   NdFreedom                1       6       1           DY      RX      RZ
   NdFreedom                1       7       1           DY      RX      RZ
   NdFreedom                1       8       1           DY      RX      RZ
   NdFreedom                1       9       1           DY      RX      RZ
   NdFreedom                1      10       1           DY      RX      RZ
   NdFreedom                1      11       1           DY      RX      RZ
   NdFreedom                1      12       1           DY      RX      RZ
   NdFreedom                1      13       1           DY      RX      RZ
   NdFreedom                1      14       1           DY      RX      RZ
   NdFreedom                1      15       1           DY      RX      RZ
   NdFreedom                1      16       1           DY      RX      RZ
   NdFreedom                1      17       1           DY      RX      RZ
   NdFreedom                1      18       1           DY      RX      RZ
   NdFreedom                1      19       1           DY      RX      RZ

/ ______________________________________________________________________________
/ NODE FORCES
/ pp
   NdForce                  1       7     0.00000000000000E+0      0.00000000000000E+0     -1.40000000000000E+4  

/ ______________________________________________________________________________
/ BEAM CONVECTION COEFFICIENTS
/ pp
   BmConvection             1       1       2       0       0       0     0.00000000000000E+0      3.00000000000000E+0  
   BmConvection             1       2       2       0       0       0     0.00000000000000E+0      1.00000000000000E+0  
   BmConvection             1       3       2       0       0       0     0.00000000000000E+0      2.00000000000000E+0  
   BmConvection             1       4       1       0       0       0     0.00000000000000E+0      3.00000000000000E+0  

/ ______________________________________________________________________________
/ BEAM RADIATION COEFFICIENTS
/ pp
   BmRadiation              1       1       1       0       0       0     1.00000000000000E+0      0.00000000000000E+0  
   BmRadiation              1       2       1       0       0       0     2.00000000000000E+0      0.00000000000000E+0  
   BmRadiation              1       3       1       0       0       0     3.00000000000000E+0      0.00000000000000E+0  
   BmRadiation              1       4       1       0       0       0     4.00000000000000E+0      0.00000000000000E+0  
   BmRadiation              1       5       1       0       0       0     5.00000000000000E+0      0.00000000000000E+0  
   BmRadiation              1       6       1       0       0       0     6.00000000000000E+0      0.00000000000000E+0  
   BmRadiation              1       7       1       0       0       0     7.00000000000000E+0      0.00000000000000E+0  
   BmRadiation              1       8       1       0       0       0     8.00000000000000E+0      0.00000000000000E+0  
   BmRadiation              1       9       1       0       0       0     9.00000000000000E+0      0.00000000000000E+0  
   BmRadiation              1      10       1       0       0       0     1.00000000000000E+1      0.00000000000000E+0  
   BmRadiation              1      11       1       0       0       0     1.10000000000000E+1      0.00000000000000E+0  
   BmRadiation              1      12       1       0       0       0     1.20000000000000E+1      0.00000000000000E+0  
   BmRadiation              1      13       1       0       0       0     1.30000000000000E+1      0.00000000000000E+0  
   BmRadiation              1      14       1       0       0       0     1.40000000000000E+1      0.00000000000000E+0  
   BmRadiation              1      15       1       0       0       0     1.50000000000000E+1      0.00000000000000E+0  
   BmRadiation              1      16       1       0       0       0     1.60000000000000E+1      0.00000000000000E+0  
   BmRadiation              1      17       1       0       0       0     1.70000000000000E+1      0.00000000000000E+0  
   BmRadiation              1      18       1       0       0       0     1.80000000000000E+1      0.00000000000000E+0  

/ ______________________________________________________________________________
/ NODE FORCES
/ vento
   NdForce                  2       7     3.60000000000000E+3      0.00000000000000E+0      0.00000000000000E+0  

/ ______________________________________________________________________________
/ BEAM PROPERTIES

   BeamProp                 1   "Beam Property 1 [IPE 400] <S 355> [MIF 0 9200 -3000 0 36.4e6 0 0]"
     MaterialName       "Steel"
     Modulus              2.10061539873500E+6  
     ShearMod             8.15772970382300E+5  
     Poisson              2.87500000000000E-1  
     UsePoisson         TRUE
     Density              7.86000000000000E-6  
     Expansion            1.17000000000000E-5  
     ThermalCond          5.40000000000000E-2  
     SpecificHeat         4.65000000000000E+2  
     InstantAlpha       FALSE
     Area                 8.45000000000000E+3  
     MomentI11            2.31300000000000E+8  
     MomentI22            1.31800000000000E+7  
     MomentJ              3.74327000000000E+5  
     ShearArea1           4.10509077064400E+3  
     ShearArea2           3.24962798258400E+3  
     SectionType        IBeam
       B1                 1.80000000000000E+2  
       B2                 1.80000000000000E+2  
       D                  4.00000000000000E+2  
       T1                 1.35000000000000E+1  
       T2                 1.35000000000000E+1  
       T3                 8.60000000000000E+0  
       CT               FALSE
     NonLinType         Elasticplastic
     Hardening          Isotropic

   BeamProp                 2   "Beam Property 2  [HEA 200] <S 275>  [MIF 0 2600 -9200 0 12e6 0 0]"
     MaterialName       "Steel"
     Modulus              2.10061539873500E+6  
     ShearMod             8.15772970382300E+5  
     Poisson              2.88000000000000E-1  
     UsePoisson         TRUE
     Density              7.86000000000000E-6  
     Expansion            1.17000000000000E-5  
     ThermalCond          5.40000000000000E-2  
     SpecificHeat         4.65000000000000E+2  
     InstantAlpha       FALSE
     Area                 5.38000000000000E+3  
     MomentI11            3.69000000000000E+7  
     MomentI22            1.34000000000000E+7  
     MomentJ              1.49000000000000E+5  
     ShearArea1           3.35910797348900E+3  
     ShearArea2           1.09593819838100E+3  
     SectionType        IBeam
       B1                 2.00000000000000E+2  
       B2                 2.00000000000000E+2  
       D                  1.90000000000000E+2  
       T1                 1.00000000000000E+1  
       T2                 1.00000000000000E+1  
       T3                 6.50000000000000E+0  
       CT               FALSE
     NonLinType         Elasticplastic
     Hardening          Isotropic

   BeamProp                 3   "Beam Property 3  [HEA 180] <S 355>  [MIF 0 3100 -9200 0 11.8e6 0 0]"
     MaterialName       "Steel"
     Modulus              2.10061539873500E+6  
     ShearMod             8.15772970382300E+5  
     Poisson              2.88000000000000E-1  
     UsePoisson         TRUE
     Density              7.86000000000000E-6  
     Expansion            1.17000000000000E-5  
     ThermalCond          5.40000000000000E-2  
     SpecificHeat         4.65000000000000E+2  
     InstantAlpha       FALSE
     Area                 4.53000000000000E+3  
     MomentI11            2.51000000000000E+7  
     MomentI22            9.25000000000000E+6  
     MomentJ              1.14000000000000E+5  
     ShearArea1           2.87264979394000E+3  
     ShearArea2           9.11602428908700E+2  
     SectionType        IBeam
       B1                 1.80000000000000E+2  
       B2                 1.80000000000000E+2  
       D                  1.71000000000000E+2  
       T1                 9.50000000000000E+0  
       T2                 9.50000000000000E+0  
       T3                 6.00000000000000E+0  
       CT               FALSE
     NonLinType         Elasticplastic
     Hardening          Isotropic


/ ______________________________________________________________________________
/ NON-LINEAR STATIC SOLVER DATA

