Research Article

Effects of Posttensioning Slippage on 2-Way Spanning Concrete Slabs

Table 2

Steel strain gauge label and position.

Strain gauge labelSlab numberStrain gauge position

1.1S1Top of -direction flexural reinforcement
1.2Bottom of -direction flexural reinforcement
1.3Top of -direction flexural reinforcement
1.4Bottom of -direction flexural reinforcement

2.1S2Top of -direction flexural reinforcement
2.2Bottom of -direction flexural reinforcement
2.3Top of -direction flexural reinforcement
2.4Bottom of -direction flexural reinforcement
2.5Leg of link in perimeter 1
2.6Leg of link in perimeter 2
2.7Leg of link in perimeter 3

3.1S3Top of -direction flexural reinforcement
3.2Bottom of -direction flexural reinforcement
3.3Top of -direction flexural reinforcement
3.4Bottom of -direction flexural reinforcement
3.5Top of -direction flexural reinforcement (L2)
3.6Bottom of -direction flexural reinforcement (R2)
ā€“4Top face of concrete -direction
ā€“4Top face of concrete -direction