| Joist ID | Stiffness (kN/mm) | Peak Load (kN) | Peak Deflection (mm) | Failure Mode |
Bending Moment Capacity (kNm) |
Shear Force Capacity (kN) |
|---|---|---|---|---|---|---|
| 305_1 | 0.4117 | 8.70 | 26.7 | T | 7.90 | 4.35 |
| 305_2 | 0.3275 | 9.30 | 31.8 | P then S | 8.44 | 4.65 |
| 305_3 | 0.3603 | 7.80 | 22.7 | P then S | 7.08 | 3.90 |
| 305_4 | 0.2794 | 10.00 | 40.1 | P then S | 9.08 | 5.00 |
| 305_5 | 0.3035 | 9.10 | 31.1 | P then S | 8.26 | 4.55 |
| 305_6 | 0.3281 | 10.73 | 35.4 | P then S | 9.74 | 5.37 |
| 305_7 | 0.3494 | 10.36 | 31.5 | P then S | 9.40 | 5.18 |
| 305_8 | 0.3359 | 8.70 | 26.9 | P then S | 7.90 | 4.35 |
| Mean | 0.3370 | 9.34 | 30.8 | - | 8.47 | 4.67 |
| Std. Dev. | 0.0394 | 0.98 | 5.4 | - | 0.89 | 0.49 |
| 5th Perc. | 0.2586 | 7.33 | 20.4 | - | 6.66 | 3.67 |