Table 6 Test results of load–concrete strain data (AD).
From: RC Arch Deck Development and Performance Evaluation for Enhanced Deck Width
Location | Load (kN) | Strain (με) | |||
|---|---|---|---|---|---|
AD 1 | AD 2 | AD 3 | Average | ||
Center point (0.50 L) CA 03 | 0 | 0 | 0 | 0 | 0 |
30 | − 693 | − 1085 | − 923 | − 900 | |
60 | − 1710 | − 2679 | − 1707 | − 2032 | |
1/3 point (0.33 L) CA 04 | 0 | 0 | 0 | 0 | 0 |
30 | − 540 | − 744 | − 602 | − 629 | |
60 | − 981 | − 1200 | − 1239 | − 1140 | |
1/4 point (0.25 L) CA 02 | 0 | 0 | 0 | 0 | 0 |
30 | − 141 | − 437 | − 288 | − 289 | |
60 | − 642 | − 1018 | − 781 | − 814 | |