This model features a reinforced concrete slab with a focus on comparing linear and nonlinear material behaviors for both concrete and reinforcing steel in deflection analysis. This comparison aims to highlight material responses under various load conditions and their impact on structural performance.
Model Used in
Reinforced Concrete Slab | ACI 318 Nonlinear Deflection
| Number of Nodes | 18 |
| Number of Lines | 15 |
| Number of Members | 0 |
| Number of Surfaces | 1 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 4 |
| Number of Result Combinations | 0 |
| Total Weight | 104.508 tons |
| Dimensions (Metric) | 18,288 x 0,000 x 9,754 m |
| Dimensions (Imperial) | 60 x 0 x 32 feet |
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