From: A Unified Formula for Calculation of Crack Width and Spacing in Reinforced Concrete Beams
RC beams number | Width b (mm) | Depth h (mm) | Effective span l0 (mm) | Concrete cover c (mm) | Reinforcement details | Reinforcement rate ρ (100%) | Batch number | |
---|---|---|---|---|---|---|---|---|
Numbers of bars | Bar diameter d (mm) | |||||||
C30-1-1 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 1 |
C30-1-2 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 1 |
C30-2-1 | 200 | 350 | 2550 | 30 | 2 | 14 | 0.005 | 1 |
C30-2-2 | 200 | 350 | 2550 | 30 | 2 | 14 | 0.005 | 1 |
C40-1-1 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 2 |
C40-1-2 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 2 |
C40-2-1 | 200 | 350 | 2550 | 30 | 2 | 14 | 0.005 | 2 |
C40-2-2 | 200 | 350 | 2550 | 30 | 2 | 14 | 0.005 | 2 |
C50-1-1 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 3 |
C50-1-2 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 3 |
C50-2-1 | 200 | 350 | 2550 | 30 | 2 | 14 | 0.005 | 3 |
C50-2-2 | 200 | 350 | 2550 | 30 | 2 | 14 | 0.005 | 3 |
C60-1-1 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 5 |
C60-1-2 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 5 |
C60-2–1 | 200 | 350 | 2550 | 30 | 2 | 14 | 0.005 | 4 |
C60-2-2 | 200 | 350 | 2550 | 30 | 2 | 14 | 0.005 | 4 |
CR60-1-1 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 5 |
CR60-1-2 | 200 | 350 | 2550 | 30 | 2 | 18 | 0.008 | 5 |