Research Article
Effect of Strengthening of Steel Beams with Variable Length by Using Carbon Fiber
Table 6
Effect of using CFRP on the ultimate load with various clear spans.
| | Beam designation | Clear span (mm) | Ultimate load (kN) | Percentage of increase in ultimate applied load |
| | C1 | 1900 | 45 | — | | C2 | 1900 | 62.5 | 38.88 | | B1 | 1400 | 57.5 | — | | B2 | 1400 | 87.5 | 52.17 |
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