Построение эпюр внутренних усилий
I участок 
| II участок 
| III участок 
| ||||
| X | ||||||
| Y | 9.72 | 9.72 | 12.96 | 12.96 | ||
| sin φ | 0.82 | 0.58 | 0.85 | -0.82 | ||
| cos φ | 0.57 | 0.81 | 0.81 | 0.57 | ||
| Q0 | -56 | |||||
| M0 | ||||||
| H·sin φ | 22.83 | 16.24 | 16.24 | 22.83 | ||
| Qx0·sin φ | 19.71 | 14.02 | 9.35 | |||
| H·cos φ | 15.86 | 22.56 | 22.56 | 27.80 | 27.80 | 15.86 |
| Qx0·cos φ | 13.69 | 19.48 | 12.98 | -31.94 | ||
| H·Y | 270.22 | 270.22 | 360.29 | 360.29 | ||
| M | -54.22 | -54.22 | -0.29 | -0.29 | ||
| Q | -9.14 | -3.26 | -1.51 | -9.11 | ||
| N | -35.57 | -36.58 | -36.58 | -27.80 | -27.80 | -61.85 |
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