2024-05-30
021546
Changing Effective Length Factor for Member
2024-05-30
021543
RFEM Model with Permanent and Variable Loads
Used in
3D Model
Specifications
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 2 |
| Number of Result Combinations | 0 |
| Total Weight | 0.840 tons |
| Dimensions (Metric) | 0.000 x 2.100 x 0.000 m |
| Dimensions (Imperial) | 0 x 6.89 x 0 feet |
2024-05-30
021544
Display of Provided Stresses and Strains in RF-CONCRETE Members
2024-05-30
021545
Display of Governing Loads in RF-CONCRETE Members
2024-05-30
021547
Table 4.10 Member Slendernesses
Used in
3D Model
Specifications
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 2 |
| Number of Result Combinations | 0 |
| Total Weight | 0.840 tons |
| Dimensions (Metric) | 0.000 x 2.100 x 0.000 m |
| Dimensions (Imperial) | 0 x 6.89 x 0 feet |
2024-05-30
021548
Optimization of Rectangular Cross-Section in RF-CONCRETE Members
2024-05-30
021549
Required Reinforcement Determined by RF-CONCRETE Members
2024-05-30
021550
Provided Reinforcement Determined by RF-CONCRETE Members
2024-05-30
021551
Column
Used in
3D Model
Specifications
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 2 |
| Number of Result Combinations | 0 |
| Total Weight | 0.840 tons |
| Dimensions (Metric) | 0.000 x 2.100 x 0.000 m |
| Dimensions (Imperial) | 0 x 6.89 x 0 feet |