Table 5 Analysis of the concrete cover thickness ratio
Column | Loading direction | \(c_{c,A}\)(mm) | \(d_{t,A}\)(mm) | \(c_{L,A}\)(%) | \(\alpha\)(%) |
|---|---|---|---|---|---|
CSC40 |  + (E) | 33 | 524.6 | 6.3 | 2.6 |
-(W) | 50 | 541.6 | 9.2 | 1.5 | |
CSC30 |  + (E) | 48 | 554.6 | 8.7 | 1.2 |
-(W) | 20 | 526.6 | 3.8 | 5.7 | |
CSC20 |  + (E) | 25 | 550.6 | 4.5 | 4.9 |
-(W) | 24 | 549.6 | 4.4 | 7.9 |