| 模型 | 参数 |
| 企口极限承载力kN | 承载力比值% | |
| S1 (标准试件) | 控制试件 | 7 | 209.3 | 100 | |
| S2 | 预应力筋 数量 | 5 | 200.2 | 95.7 | |
| S3 | 3 | 186.8 | 89.2 | ||
| S4 | 吊筋 | 2C14 | 187.2 | 89.4 | |
| S5 | 4C18 | 222.4 | 106.3 | ||
| S6 | 企口纵筋 | 2C16 | 216.2 | 103.3 | |
| S7 | 2C20 | 222.4 | 106.3 | ||
| S8 | 肋梁抗剪钢筋(双向) | AR5@50 | 235.7 | 112.6 | |
| S9 | AR5@100 | 195.7 | 93.5 | ||
| S10 | U形钢筋篮 + AR5@75 | 249.1 | 119 | ||
| S11 | 企口上部预应力筋 | 1 | 235.7 | 112.6 | |
| S12 | 2 | 249.8 | 119.3 | ||
| S13 | 3 | 253.5 | 121.1 | ||
| S14 | 混凝土强度 | C50 | 222.4 | 106.3 | |
| S15 | C60 | 235.7 | 112.6 | ||
| S16 | 企口高度 | 300 | 217.9 | 104.1 | |
| S17 | 500 | 186.8 | 89.2 | ||