Table 3.
The stresses of the horizontal beams under MY.
| HH (mm) | 3 | 5 | 7 | 9 | 11 | 13 | 15 | 17 | 19 | 21 | 23 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| θ (10−30) | 4.459 | 4.481 | 4.495 | 4.507 | 4.516 | 4.525 | 4.533 | 4.539 | 4.541 | 4.539 | 4.530 |
| σr (10−1 MPa) | 8.026 | 8.004 | 7.796 | 7.534 | 7.256 | 6.996 | 6.741 | 6.576 | 6.548 | 6.655 | 7.439 |
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