output.txt

Current Domain Information
        Current Time: 2
tCommitted Time: 2
NODE DATA: NumNodes: 4

 Node: 1
        Coordinates  : 0 0 0
        Disps: 0 0 0 0 0 0
         unbalanced Load: 0 0 0 0 0 0
        ID : -1 -1 -1 -1 -1 -1


 Node: 2
        Coordinates  : 1 0 0
        Disps: 0 0 0 0 0 0
         unbalanced Load: 0 0 0 0 0 0
        ID : -1 -1 -1 -1 -1 -1


 Node: 3
        Coordinates  : 1 1 0
        Disps: 210.195 -310.087 -6543.64 -17920.8 -8432.89 -1995.34
         unbalanced Load: -10000 -10000 -10000 -10000 -10000 -10000
        ID : 6 7 8 9 10 11


 Node: 4
        Coordinates  : 0 1 0
        Disps: -74.0043 -50.0866 -5658.12 -5684.49 5251.32 -10.3711
         unbalanced Load: 0 0 0 0 0 0
        ID : 0 1 2 3 4 5

ELEMENT DATA: NumEle: 1

DKGQ Non-Locking Four Node Shell
Element Number: 1
Node 1 : 1
Node 2 : 2
Node 3 : 3
Node 4 : 4
Material Information :
 ElasticMembranePlateSection:
   Young's Modulus E = 2100
  Poisson's Ratio nu = 0.3
  Thickness h = 0.2
  Density rho = 1


SP_Constraints: numConstraints: 12
SP_Constraint: 0         Node: 1 DOF: 1 ref value: 0 current value: 0
SP_Constraint: 1         Node: 1 DOF: 2 ref value: 0 current value: 0
SP_Constraint: 2         Node: 1 DOF: 3 ref value: 0 current value: 0
SP_Constraint: 3         Node: 1 DOF: 4 ref value: 0 current value: 0
SP_Constraint: 4         Node: 1 DOF: 5 ref value: 0 current value: 0
SP_Constraint: 5         Node: 1 DOF: 6 ref value: 0 current value: 0
SP_Constraint: 6         Node: 2 DOF: 1 ref value: 0 current value: 0
SP_Constraint: 7         Node: 2 DOF: 2 ref value: 0 current value: 0
SP_Constraint: 8         Node: 2 DOF: 3 ref value: 0 current value: 0
SP_Constraint: 9         Node: 2 DOF: 4 ref value: 0 current value: 0
SP_Constraint: 10        Node: 2 DOF: 5 ref value: 0 current value: 0
SP_Constraint: 11        Node: 2 DOF: 6 ref value: 0 current value: 0

Pressure_Constraints: numConstraints: 0

MP_Constraints: numConstraints: 0

LOAD PATTERNS: numPatterns: 1

Load Pattern: 1
  Scale Factor: 1
Linear Series: constant factor: 1
  Nodal Loads:
Nodal Load: 3 load : -5000 -5000 -5000 -5000 -5000 -5000

  Elemental Loads:

  Single Point Constraints:

PARAMETERS: numParameters: 0

1 : 0 0 0 0 0 0
2 : 0 0 0 0 0 0
3 : 210.195 -310.087 -6543.64 -17920.8 -8432.89 -1995.34
4 : -74.0043 -50.0866 -5658.12 -5684.49 5251.32 -10.3711