Table 1 Test matrix.
From: Simplified Design Procedure for Reinforced Concrete Columns Based on Equivalent Column Concept
Group no. | Column | Eccentricity at upper end | Eccentricity at lower end | Curvature mode | ||
|---|---|---|---|---|---|---|
mm | e/b | mm | e/b | |||
Control | C-0-0 | 0.0 | 0..0 | 0.0 | 0.0 | Â |
1 | S-1-1 | 10 | 0.1 | 10 | 0.1 | Single |
S-3-3 | 30 | 0.3 | 30 | 0.3 | ||
S-5-5 | 50 | 0.5 | 50 | 0.5 | ||
2 | S-0-1 | 10 | 0.1 | 0.0 | 0.0 | |
S-1-3 | 30 | 0.3 | 10 | 0.1 | ||
S-1-5 | 50 | 0.1 | 10 | 0.5 | ||
S-0-3 | 30 | 0.3 | 0.0 | 0.0 | ||
S-3-5 | 50 | 0.5 | 30 | 0.3 | ||
S-5-0 | 50 | 0.5 | 0.0 | 0.0 | ||
3 | D-1-1 | 10 | 0.1 | 10 | 0.1 | Double |
D-3-3 | 30 | 0.3 | 30 | 0.3 | ||
D-5-5 | 50 | 0.5 | 50 | 0.5 | ||
4 | D-1-3 | 30 | 0.3 | 10 | 0.1 | |
D-1-5 | 50 | 0.5 | 10 | 0.1 | ||
D-3-5 | 50 | 0.5 | 30 | 0.3 | ||