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| 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: -10000 -10000 -10000 -10000 -10000 -10000 | |
| ID : -1 -1 -1 -1 -1 -1 | |
| Node: 3 | |
| Coordinates : 1 1 0 | |
| Disps: 0 0 0 0 0 0 | |
| unbalanced Load: 0 0 0 0 0 0 | |
| ID : 6 7 8 9 10 11 | |
| Node: 4 | |
| Coordinates : 0 1 0 | |
| Disps: 0 0 0 0 0 0 | |
| 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: 2 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 : 0 0 0 0 0 0 | |
| 4 : 0 0 0 0 0 0 |
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