Table 9 Test results of load–steel strain data (BD).
From: RC Arch Deck Development and Performance Evaluation for Enhanced Deck Width
Location | Load (kN) | Strain (ε) | ||
|---|---|---|---|---|
1/4 point (0.25 L) SB 15 | 1/2 point (0.5 L) SB 16 | 1/3 point (0.33 L) SB 17 | ||
RC arch deck specimen (BD) | 0 | 0 | 0 | 0 |
300 | 46 | 335 | 157 | |
400 | 114 | 628 | 218 | |
500 | 124 | 1000 | 277 | |
600 | 133 | 1445 | 442 | |
700 | 188 | 1770 | 683 | |
800 | 333 | 2160 | 1159 | |
900 | 463 | 2438 | 1302 | |
922.80 | 531 | 3445 | 1329 | |