From: Parametric Study of Different Unbonded Tendon Layouts in Pre-stressed Concrete Flat Plates
ADAPT-Floor Pro | FEM-Design 17 | |||||||
---|---|---|---|---|---|---|---|---|
In span X1–X2 | At column X2 | In span X1–X2 | At column X2 | |||||
Top | Bottom | Top | Bottom | Top | Bottom | Top | Bottom | |
6 × 6 | ||||||||
A | − 3.0 | 0.5 | 0.9 | − 3.2 | − 3.6 | 0.3 | 6.7 | − 9.0 |
B | − 3.1 | 0.3 | 1.0 | − 3.1 | − 3.2 | 0.4 | 4.7 | − 7.1 |
C | − 3.1 | 0.5 | 1.2 | − 3.2 | − 3.4 | 0.9 | 6.5 | − 8.7 |
D | − 3.1 | 0.5 | 1.1 | − 3.2 | − 3.2 | 0.4 | 5.8 | − 8.1 |
E | − 3.0 | 0.6 | 1.1 | − 3.2 | − 3.4 | 0.8 | 6.6 | − 9.0 |
9 × 6 | ||||||||
A | − 4.5 | 1.5 | 2.0 | − 5.1 | − 5.0 | 1.6 | 8.5 | − 11.7 |
B | − 4.8 | 1.1 | 2.2 | − 4.8 | − 4.9 | 0.7 | 5.5 | − 8.3 |
C | − 5.0 | 1.0 | 2.2 | − 4.8 | − 5.0 | 1.0 | 6.6 | − 9.6 |
D | − 4.9 | 1.1 | 2.1 | − 4.8 | − 4.9 | 0.7 | 5.8 | − 8.8 |
E | − 4.7 | 1.3 | 2.1 | − 4.9 | − 4.9 | 1.1 | 6.9 | − 9.9 |
11 × 6 | ||||||||
A | − 5.1 | 1.9 | 2.4 | − 5.6 | − 4.6 | 1.3 | 6.3 | − 9.5 |
B | − 5.4 | 1.4 | 2.8 | − 5.3 | − 4.6 | 0.4 | 2.8 | − 5.5 |
C | − 5.4 | 1.4 | 2.9 | − 5.4 | − 4.8 | 0.4 | 3.8 | − 6.6 |
D | − 5.4 | 1.5 | 2.8 | − 5.3 | − 4.6 | 0.4 | 3.2 | − 5.9 |
E | − 5.2 | 1.6 | 2.7 | − 5.5 | − 4.6 | 0.7 | 4.6 | − 7.6 |