Table 10 Multiple loading cases for 25-bar truss structure using continuous variables.
Case | Note | Px (kips) | Py (kips) | Py (kips) |
|---|---|---|---|---|
1 | 1 | 1.0 | 10.0 | − 5.0 |
2 | 0.0 | 10.0 | − 5.0 | |
3 | 0.5 | 0.0 | 0.0 | |
6 | 0.5 | 0.0 | 0.0 | |
2 | 1 | 0.0 | 20.0 | − 5.0 |
2 | 0.0 | − 20.0 | − 5.0 |
Case | Note | Px (kips) | Py (kips) | Py (kips) |
|---|---|---|---|---|
1 | 1 | 1.0 | 10.0 | − 5.0 |
2 | 0.0 | 10.0 | − 5.0 | |
3 | 0.5 | 0.0 | 0.0 | |
6 | 0.5 | 0.0 | 0.0 | |
2 | 1 | 0.0 | 20.0 | − 5.0 |
2 | 0.0 | − 20.0 | − 5.0 |