The model shows how to determine the correct load application point for positive lateral loads according to RF-/STEEL EC3 and RF-/STEEL AISC. It takes into account precise signs and eccentricity when determining the load application, load application point, and load application position. In addition, the influence of the lateral-torsional buckling moment is professionally illustrated. The accompanying image provides clear visual notes on the geometric display of the steel beam. All aspects are presented in a comprehensible way using technical calculation methods.
Load Application Point – Steel Beam Analysis
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Load Cases | 1 |
| Total Weight | 0,422 t |
| Dimensions (Metric) | 10.960 x 0.960 x 0.960 m |
| Dimensions (Imperial) | 35.96 x 3.15 x 3.15 feet |
| Program Version | 5.23.02 |
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