Figure 1.
Figure 2.
Figure 3.
Figure 4.
Figure 5.
Figure 6.
Reinforcement selected for the considered slabs
| Lp. | Span [m] | Section height [mm] | MEd [kNm] | As [cm2] |
|---|---|---|---|---|
| 1. | 3.2 | 80 | 7.55 | 3.87 (ϕ 8/13cm) |
| 2. | 4.8 | 120 | 17.00 | 5.03 (ϕ 8/10cm) |
| 3. | 7.2 | 180 | 38.24 | 6.54 (ϕ 10/12cm) |
| 4. | 8.0 | 200 | 47.21 | 7.14 (ϕ 10/11cm) |
Parameters of random variables
| Lp. | Variable | Mean value | Standard deviation | Distribution |
|---|---|---|---|---|
| 1. | fc | 33 MPa | 4.86 MPa | lognormal |
| 2. | fy | 535.2 MPa | 42.8 MPa | lognormal |
| 3. | g | 1.27 N/mm | 0.08 N/mm | normal |
| 4. | p | 1.87 N/mm | 0.56 N/mm | normal |
| 5. | c | 36.51 mm | 16.1 mm | lognorma |
Determined failure probability and reliability index values for assumed slab thicknesses_
| Lp. | Slab thickness [mm] | β | Pf |
|---|---|---|---|
| 1. | 80 | 1.01 | 0.16 |
| 2. | 120 | 2.29 | 10.9·10−3 |
| 3. | 180 | 3.43 | 2.97·10−4 |
| 4. | 200 | 3.74 | 9.34·10−5 |