Grade 16q
Corresponding Standard YB 168-1970
Technical Conditions for Carbon and Ordinary Low Alloy Steel Plates Used in Bridges
Classification Carbon Steel
16q Chemical Element Composition Content (%)
Component C Si Mn P S
Minimum Value 0.12 0.12 0.4 - -
Maximum Value 0.2 0.25 0.7 0.04 0.045
16q Mechanical Properties
thickness
t
mm
Tensile Strength
σb
Mpa
Yield Point
σs
Mpa
Elongation or Extension Rate
δ
%
Impact Energy Absorption
KV2
J
Steel plate ≥372.4 ≥225.4 ≥26 Strain aging impact value: ≥3.5 kg.m/cm²

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