Table 7 Required lap splice length of tested beams
From: Flexural performance of rapid-hardening concrete (RHC) beams with tension lap splice
Group | Beam designation | Ld, ECP | Ld, ACI | Ld, specimen |
|---|---|---|---|---|
I | M–L20 × 10-R.852-C20 | 418 | 300 | 200 |
M–L30 × 10-R.852-C20 | 418 | 300 | 300 | |
M–L40 × 10-R.852-C20 | 408 | 300 | 400 | |
II | M–L20 × 12-R.852-C20 | 502 | 300 | 240 |
M–L30 × 12-R.852-C20 | 502 | 300 | 360 | |
M–L40 × 12-R.852-C20 | 502 | 300 | 480 | |
IV | M–L20 × 10-R.902-C30 | 418 | 300 | 200 |
M–L30 × 10-R.902-C30 | 418 | 300 | 300 | |
M–L40 × 10-R.902-C30 | 418 | 300 | 400 | |
VII | N–L20 × 10-R0.852-C20 | 408 | 321 | 200 |
N–L30 × 10-R0.852-C20 | 408 | 321 | 300 | |
N–L40 × 10-R0.852-C20 | 408 | 321 | 400 |