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Two-span beam with reduction of concentrated loads near the support and design at distance d from the support edge.
Model Used in
- Determining Required Longitudinal Reinforcement for Shear Force Design According to EN 1992-1-1
- Shear Force Reduction Vz when Performing a Design in RF-CONCRETE Members and CONCRETE According to EN 1992-1-1
- KB 000655 | Determining Required Longitudinal Reinforcement for Shear Force Design According to EN 1992-1-1
Two-Span Beam with Shear Force Reduction
| Number of Nodes | 3 |
| Number of Lines | 2 |
| Number of Members | 2 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 5 |
| Number of Load Combinations | 36 |
| Number of Result Combinations | 6 |
| Total Weight | 2.700 tons |
| Dimensions (Metric) | 8.000 x 0.000 x 0.000 m |
| Dimensions (Imperial) | 26.25 x 0 x 0 feet |
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