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What is the difference between A709-50F-2 and A709-50T-2 steel plate

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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