| Case of web opening | Type of analysis | ||
| Nonlinear static fixed analysis | |||
| Stress (N/mm2) | Deflection (mm) | ||
| Without opening | 1.068 E−3 | −1.1109 E−3 | |
| With one opening | 1.066 E−3 | −1.1158 E−3 | |
| With two openings | 1.819 E−3 | −1.2383 E−3 | |
|
| Nonlinear static hinged analysis | ||
| Stress (N/mm2) | Deflection (mm) | ||
| Without opening | 3.99 E−3 | −4.193 E−3 | |
| With one opening | 4.01 E−3 | −4.2075 E−3 | |
| With two openings | 4.016 E−3 | −4.3307 E−3 | |
|
| Nonlinear dynamic fixed analysis | ||
| Stress (N/mm2) | Deflection (mm) | ||
| Without opening | 1.068 E−3 | −1.1103 E−3 | |
| With one opening | 1.066 E−3 | −1.1156 E−3 | |
| With two openings | 1.822 E−3 | −1.238 E−3 | |
|
| Nonlinear dynamic hinged analysis | ||
| Stress (N/mm2) | Deflection (mm) | ||
| Without opening | 4.173 E−3 | −4.3127 E−3 | |
| With one opening | 4.088 E−3 | −4.2303 E−3 | |
| With two openings | 4.309 E−3 | −4.5744 E−3 | |