The specifications and theoretical amounts of hot-rolled steel bars for reinforced concrete are shown in Table 1, and the theoretical quality of wire rod bars is shown in Table 2.
Wire rod theory mass table
Nominal diameter (mm) | 5.5 | 6.0 | 6.5 | 7.0 | 8.0 | 9.0 | 10.0 | 11.0 | 12.0 | 13.0 | 14.0 |
Theoretical mass (kg/m) | 0.186 | 0.222 | 0.26 | 0.302 | 0.395 | 0.499 | 0.617 | 0.746 | 0.888 | 1.04 | 1.21 |
Specification and theoretical quality of hot-rolled bars for reinforced concrete
Nominal diameter (mm) | Nominal cut area (mm2) | Nominal quality (kg/m) | Actual and nominal Permissible quality deviation(%) | Curvature | |
Light round steel | Ribbed steel bars | ||||
8 | 8 | 50.27 | 0.395 | ±7 | Not more than one meter 4mm, the total bending is not greater than 0.4% of the total length of the reinforcement |
10 | 10 | 78.54 | 0.617 | ||
12 | 12 | 113.1 | 0.888 | ||
14 | 14 | 153.9 | 1.21 | ±5 | |
16 | 16 | 201.1 | 1.58 | ||
18 | 18 | 254.5 | 2.00 | ||
20 | 20 | 314.2 | 2.47 | ||
twenty two | 380.1 | 2.98 | ±4 | Not more than one meter 4mm, the total bending is not greater than 0.4% of the total length of the reinforcement | |
25 | 490.9 | 3.85 | |||
28 | 615.8 | 4.83 | |||
32 | 804.2 | 6.31 | |||
36 | 1018 | 7.99 | |||
40 | 1257 | 9.87 | |||
50 | 1964 | 15.42 |
Note: The actual quality of steel bars and the nominal quality deviation are calculated as follows
Mass deviation (%) = ã€{The actual total mass of the sample - (The total length of the sample * nominal mass)} / The total length of the sample * Nominal mass] * 100
Among them: the total number of samples is not less than 10, the total length of not less than 60m.
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