| Joist ID | - | Stiffness (kN/mm) | 1st Failure Load (kN) | Peak Load (kN) | Peak Deflection (mm) | Failure Mode |
Bending Moment Capacity (kNm) |
Shear Force Capacity (kN) | |
|---|---|---|---|---|---|---|---|---|---|
| 241-1-B | * | 0.4313 | 4.9 | 6.10 | 26.2 | T | 2.89 | 2.45 | |
| 241-2-B | - | 0.3321 | - | 8.65 | 25.9 | P then S | 5.10 | 4.33 | |
| 241-3-B | * | 0.3560 | 5.35 | 5.55 | 29.0 | T | 3.16 | 2.68 | |
| 241-4-B | * | 0.2774 | - | 6.75 | 25.2 | T | 3.98 | 3.38 | |
| 241-5-B | * | 0.3416 | 5.65 | 5.90 | 31.1 | P | 3.33 | 2.83 | |
| 241-6-B | * | 0.3326 | - | 8.00 | 24.6 | T | 4.72 | 4.00 | |
| 241-7-B | * | 0.3680 | - | 7.60 | 20.7 | T | 4.48 | 3.80 | |
| 241-8-B | - | 0.3092 | - | 5.20 | 17.6 | P then S | 3.07 | 2.60 | |
| 241-9-B | - | 0.3459 | - | 7.85 | 23.5 | P then S | 4.63 | 3.93 | |
| 241-10-B | - | 0.3380 | - | 7.15 | 23.7 | P then S | 4.22 | 3.58 | |
| 241-11-B | - | 0.3029 | - | 7.25 | 24.0 | P then S | 4.28 | 3.63 | |
| 241-12-B | - | 0.3735 | - | 7.70 | 24.2 | P then S | 4.54 | 3.85 | |
| 241-13-B | ** | 0.3869 | - | 8.60 | 24.8 | P then S | 5.07 | 4.30 | |
| 241-14-B | ** | 0.3758 | - | 9.00 | 25.0 | P then S | 5.31 | 4.50 | |
| 241-15-B | - | 0.3960 | - | 6.80 | 18.1 | T | 4.01 | 3.40 | |
| 241-16-B | - | 0.3110 | - | 7.80 | 26.3 | P then S | 4.60 | 3.90 | |
| Mean | - | 0.3486 | 5.30 | 7.24 | 24.3 | - | 4.21 | 3.57 | |
| Std. Dev. | - | 0.0393 | 0.38 | 1.13 | 3.4 | - | 0.75 | 0.64 | |
| 5th Perc. | - | 0.2772 | 4.22 | 5.19 | 18.0 | - | 2.84 | 2.41 | |