The tab "Forces" of the table "Concrete columns" displays editable bending moment ratio and forces from decisive load combination. By changing number of combination it is possible to get calculation results for other not decisive combination. If according to calculation presumptions the value of stabilizing axial force is necessary it can be provided in this tab. The forces values for main buckling plane is filled in dependent on load combinations and for perpendicular buckling plane forces must be provided manually to obtain calculations results.
| Nr. |
Description of the member. Number of structural member |
|
| Alpha |
Internal member forces. Ratio of bending moments in Y and Z directions |
|
| L.C. |
All results are shown from indicated load combinations. Label of the load combination |
|
| Method |
Used to choose the analysis method. Method of the analysis could be chosen from the list |
|
| Mb, Me, Mmid |
Internal member forces. Bending moment at the begin/end/middle of the member |
|
| Mmax |
Internal member forces. The maximum value of the bending moment, chosen from the calculated Mb, Me and Mmid values |
|
| N'd |
Internal member forces. Axial force of the member |
|
| Md |
Internal member forces. Acting design moment with or without second order effects |
|
| Check |
Internal member forces. Relation between the bending moments in Y and Z directions |