A709-50F-2 steel plate and A709-50T-2 steel plate thickness range: 8-100mm
A709-50F-2 and A709-50T-2 steel plate impact test and service temperature range:
Grade | Thickness, mm | min test value,J | min average value, J | ||
Area 1 | Area 2 | Area 3 | |||
50 [345] | ≤50 | 27J | 34J, 21℃ | 34J, 4℃ | 34J, -12℃ |
50< ~ ≤100 | 33J | 41J, 21℃ | 41J, 4℃ | 41J, -12℃ | |
Service temperature | <-18℃ | <-18 ~ -34℃ | <-34 ~ -51℃ |
F-2: It means that when the steel plate is used for the critical fracture tensile member, the standard stipulates that when the impact test is performed below 4℃, the impact energy must be≥34J;
T-2: It means that when the steel plate is used for non-critical fracture tensile members, the standard stipulates that when the impact test is performed below 4℃, the impact energy must be ≥ 20J;
A709-50F-2, A709-50T-2 steel plate chemical composition, melting analysis:
Thickness, mm max. | max, % | Si | NB, V, or N | ||||
C | Mn | P | S | Thk≤40 | Thk>40 | ||
100 | 0.23 | 1.35 | 0.04 | 0.05 | 0.40 | 0.15-0.40 | E |
For all steel plates with a thickness of >10mm, the minimum manganese content should be 0.80% during smelting analysis and 0.75% during product analysis;
For all steel plates with a thickness of ≤10mm and all other products, the minimum manganese content should be 0.50% for smelting analysis and 0.45% for product analysis;
The ratio between manganese and carbon should not be less than 2:1. For every 0.01% decrease in the upper limit of the standard, the upper limit of manganese is allowed to increase by 0.06%, but the maximum should not exceed 1.60%.
For E alloy elements, please refer to the sub-table in the standard.
Grade | Thickness mm | Yield strength [Mpa] | Tensile strength [Mpa] | Elongation, Min, % | Area reduction rate, Min, % | Brinell hardness | |
8in [200mm] | 2in [50mm] | ||||||
50 [345] | ≤100 | 345min | 450min | 18 | 21 | - | - |
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