Research Article
Effects of Posttensioning Slippage on 2-Way Spanning Concrete Slabs
Table 2
Steel strain gauge label and position.
| Strain gauge label | Slab number | Strain gauge position |
| 1.1 | S1 | Top of -direction flexural reinforcement | 1.2 | Bottom of -direction flexural reinforcement | 1.3 | Top of -direction flexural reinforcement | 1.4 | Bottom of -direction flexural reinforcement |
| 2.1 | S2 | Top of -direction flexural reinforcement | 2.2 | Bottom of -direction flexural reinforcement | 2.3 | Top of -direction flexural reinforcement | 2.4 | Bottom of -direction flexural reinforcement | 2.5 | Leg of link in perimeter 1 | 2.6 | Leg of link in perimeter 2 | 2.7 | Leg of link in perimeter 3 |
| 3.1 | S3 | Top of -direction flexural reinforcement | 3.2 | Bottom of -direction flexural reinforcement | 3.3 | Top of -direction flexural reinforcement | 3.4 | Bottom of -direction flexural reinforcement | 3.5 | Top of -direction flexural reinforcement (L2) | 3.6 | Bottom of -direction flexural reinforcement (R2) | ā4 | Top face of concrete -direction | ā4 | Top face of concrete -direction |
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