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Reinforcing steel codings from 1950

08-03-2017 | A. van Wijngaarden

Reinforcing steel codings from 1950. Translation of old values to Eurocode.

Old standard (GBV / VB / VBC)NEN-EN 1992-1-1
 Reinforcing steel typef yk [N / mm²]f yd [N / mm²] (γ m = 1.15)Ductility class
(yield point)f yd = f yk / 1.15 (yield point incl. safety factor)
 Calculation value steel tensile strength based on EC.
GBV 1950QR22220191* 1B
QR24240209* 1B
QR30300260 (240)*3
* 1prob. B
QR36360313 (270)*3* 1prob. B
QR42420365 (300)*3* 1prob. B
QRn36360313 (270)*3* 1prob. <A
QRn42420365 (300)*3* 1prob. <A
QRn48480417 (330)*3* 1 <A
QRn54540469 (360)*3* 1 <A
GBV 1962QR22220191* 2B
QR24240209* 2B
QR32320278 (270)*3* 2B
QR40400348 (330)*3* 2B
QR48480417 (390)*3* 2prob. B
QRn32320278 (270)*3* 2prob. <A
QRn40400348 (330)*3* 2prob. <A
QRn48480417 (390)*3* 2 <A
VB 74FeB 220 HW220191 B
FeB 400 HW, HWL400348 B
FeB 500 HW500435 prob. B
FeB 400 HK400348 prob. B
FeB 500 HKN500435  <A
VB74 / 84FeB 220 HW220191 B
FeB 400 HW, HWL400348 B
FeB 500 HW500435 prob. B
FeB 400 HK400348 prob. B
FeB 500 HKN500435 A
VBC 1990 / VBC1995FeB 220 HWL220191 B
FeB 400 HWL, HK400348 B
FeB 500 HWL, HK500435 B
FeB 500 HKN500435 A
Eurocode from 2008B 500 A500435 -> Characteristics B500AA
B 500 B500435 -> Characteristics B500BB
B 500 C500435 -> Characteristics B500CC
* 1 For old calculation method allowable tensions see GBV 1950.
* 2 For old calculation method, allowable tensions see GBV 1962 .
*3 These values are derived from the Richtlijn Beoordeling Kunstwerken (RBK) version 1.0 of RWS. A lower value for fyd was determined on the basis of the tensions permitted in the original standard than would have been derived from fyk on the basis of NEN-EN 1992-1-1.

 

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This information has been compiled with the utmost care. If nevertheless any inaccuracies or imperfections occur, Betonstaal.nl accepts no liability for the possible consequneces thereof.

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