Fig. 1.

Fig. 2.

Fig. 3.

Fig. 4.

Fig. 5.

Fig. 6.

Fig. 7.

Fig. 8.

The results of calculations of the selected structures of beam
| χc | 18/20 | 17/20 | 16/20 |
| C0 | 0.21375 | 0.29484375 | 0.36 |
| ψ̄f(1⁄4) | 10.730 | 10.997 | 10.915 |
| Cse | 0.248714 | 0.349100 | 0.433171 |
| ṽmax | 56.507 | 45.361 | 39.169 |