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COLUMN STRİP REINFORCEMENT | |||
AECBOLT- SAFE WALL TAKE NO RESULT DIFFERENCE | |||
Rebar | Spacing | Prvd Intensity % | Tonnage (lb) |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 1 | 6.45 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 0 | 0.00 | 0.00 |
Same | 1 | 6.45 | 16.66 |
Same | 0 | 0.00 | 0.00 |
| Chart | ||||
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