Table 7 Comparison of bending capacity and deflection - taking concrete specimen as control specimen.
No. | Mu (Kn m) | Mu,i/Mu,c | Mq,c (kN m) | dq (mm) | dq,i/fq,c | NO. | Mu (kN m) | Mu,i/Mu,c | Mq,c (kN m) | dq (mm) | dq,i/fq,c |
|---|---|---|---|---|---|---|---|---|---|---|---|
BA-0 | 10.60 | 1.00 | 6.78 | 2.85 | 1.00 | BA-50 | 10.27 | 1.00 | 6.57 | 2.39 | 1.00 |
BB-0 | 11.02 | 1.04 | 2.26 | 0.79 | BB-50 | 10.95 | 1.07 | 2.17 | 0.91 | ||
BC-0 | 13.60 | 1.28 | 2.30 | 0.81 | BC-50 | 11.64 | 1.13 | 2.06 | 0.86 | ||
BD-0 | 11.82 | 1.12 | 2.41 | 0.85 | BD-50 | 10.81 | 1.05 | 2.16 | 0.90 | ||
BA-100 | 9.87 | 1.00 | 6.32 | 2.14 | 1.00 | BA-150 | 8.35 | 1.00 | 5.34 | 2.93 | 1.00 |
BB-100 | 10.01 | 1.01 | 2.00 | 0.93 | BB-150 | 9.02 | 1.08 | 2.49 | 0.85 | ||
BC-100 | 10.92 | 1.11 | 1.81 | 0.85 | BC-150 | 9.91 | 1.19 | 2.23 | 0.76 | ||
BD-100 | 10.72 | 1.09 | 1.86 | 0.87 | BD-150 | 10.60 | 1.27 | 2.09 | 0.71 |