The computational model of the San Francisco Temple in San Miguel de Tucumán is used to analyze structural behavior, evaluate stresses, and design the required reinforcements for the restoration of this historic building. The simulation allows for the optimization of interventions and ensures the stability of the structure. Technical precision and accuracy are applied in the modeling to preserve this cultural heritage.
San Francisco Temple – Computational Analysis
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| Number of Nodes | 1941 |
| Number of Lines | 3894 |
| Number of Members | 0 |
| Number of Surfaces | 2095 |
| Number of Solids | 308 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 1 |
| Number of Result Combinations | 0 |
| Total Weight | 9410,405 t |
| Dimensions (Metric) | 53,240 x 34,359 x 44,671 m |
| Dimensions (Imperial) | 174.67 x 112.73 x 146.56 feet |