 
                     
                        Sep 2025
                        
                           
Mechanical and Physical Properties of Screws
                        
                        Screws property class 4.6 to 12.9/12.9
  
    
      
        | No. | Mechanical or physical property | nom.c min.
 | Property class | 
      
        | 4.6 | 4.8 | 5.6 | 5.8 | 6.8 | 8.8 d = 16mm
 | 8.8 d > 16mm
 | 9.8 | 10.9 | 12.9 | 
    
    
      
      
        | 1 | Tensile strength, Rm, 
          MPa, [N/mm2] 
 | nom.c min.
 | 400 400
 | 400 420
 | 500 500
 | 500 520
 | 600 600
 | 800 800
 | 800 830
 | 900 900
 | 1000 1040
 | 1200 1220
 | 
      
      
        | 2 | Lower yield strength, ReLd, 
          MPa, [N/mm2] 
 | nom.c min.
 | 240 240
 | – | 300 300
 | – | – | – | – | – | – | – | 
      
      
        | 3 | Stress at 0.2% non-proportional elongation, 
          Rp0.2, MPa, [N/mm2] 
 | nom.c min.
 | – | – | – | – | – | 640 640
 | 640 660
 | 720 720
 | 900 940
 | 1080 1100
 | 
      
      
        | 4 | Stress at 0.0048 d non-proportional elongation for full-  size fasteners, 
          Rpf, 
          MPa, [N/mm2] 
 | nom.c min.
 | – | 320 340
 | – | 400 420
 | 480 480
 | – | – | – | – | – | 
      
      
        | 5 | Stress under proof load, Sp, 
          MPa, [N/mm2] Proof strength ratio:
 Sp,nom / ReL min
 Sp,nom / Rp0.2 min
 Sp,nom / Rpf min
 | nom. | 225 0.94
 | 310 0.91
 | 280 0.93
 | 380 0.90
 | 440 0.92
 | 580 0.91
 | 600 0.91
 | 650 0.90
 | 830 0.88
 | 970 0.88
 | 
      
      
        | 6 | Percentage elongation after fracture for machined        test pieces, A, % 
 | min. | 22 | – | 20 | – | – | 12 | 12 | 10 | 9 | 8 | 
      
      
        | 7 | Percentage reduction of area after fracture for machined test pieces, Z, % 
 | min. | – | – | – | – | – | 52 | 52 | 48 | 48 | 44 | 
      
      
        | 8 | Elongation after fracture for full-size fasteners, At see also ISO 898-1 Annex C
 | min. | – | 0.24 | – | 0.22 | 0.20 | – | – | – | – | – | 
      
      
        | 9 | Head soundness 
 | – | no fracture | 
      
      
        | 10 | Vickers hardness, HV (F = 98 N) 
 | min. max.
 | 120 220g
 | 130 220g
 | 155 220g
 | 160 220g
 | 190 250
 | 250 320
 | 255 335
 | 290 360
 | 320 380
 | 385 435
 | 
      
      
        | 11 | Brinell hardness, HBW (F = 30 D²) 
 | min. max.
 | 114 209g
 | 124 209g
 | 147 209g
 | 152 209g
 | 181 238
 | 238 304
 | 242 318
 | 276 342
 | 304 361
 | 366 414
 | 
      
       
    | 12 | Rockwell hardness, HRB 
 Rockwell hardness, HRC
 
 | min. max.
 
 min.
 max.
 | 67 95.0g
 
 –
 –
 | 71 95.0g
 
 –
 –
 | 79 95.0g
 
 –
 –
 | 82 95.0g
 
 –
 –
 | 89 99.5
 
 –
 –
 | – –
 
 22
 32
 | – –
 
 23
 34
 | – –
 
 28
 37
 | – –
 
 32
 39
 | – –
 
 39
 44
 | 
  
    | 13 | Surface hardness, HV 0,3 
 | max. | – | – | – | – | – | h | h | h | h,i | h,j | 
  
    | 14 | Height of non-decarburized thread zone, E, mm 
 Depth of complete decarburization in the thread, G, mm
 
 | min. 
 max.
 | – 
 –
 | – 
 –
 | – 
 –
 | – 
 –
 | – 
 –
 | ½ H1 
 0.015
 | ½ H1 
 0.015
 | ½ H1 
 0.015
 | 2/3 H1 
 0.015
 | ¾ H1 
 0.015
 | 
  
    | 15 | Reduction of hardness after retempering, HV 
 | max. | – | – | – | – | – | 20 | 20 | 20 | 20 | 20 | 
  
    | 16 | Breaking torque, MB, Nm 
 | min. | in accordance with ISO 898-7 | 
  
    | 17 | Impact strength KV
  k,l, J 
 | min. | – | – | 27 | – | – | 27 | 27 | 27 | 27 | m | 
  
    | 18 | Surface integrity in accordance with | ISO 6157-1n | ISO 6157-3 | 
    
  
 
  a  Values do not apply for structural bolting.
  b  For structural bolting d = M12.
  c  Nominal values are specified only for the purpose of the designation system for property classes. See clause 5.
  d  In cases where the lower yield strength ReL cannot be determined, it is permissible to measure the stress at 0.2% non-proportional elongation Rp0.2.
  e  For the property classes 4.8, 5.8 and 6.8 the values for Rpf min are under investigation. The present values are given for calculation of the proof stress ratio only. They are not test values.
  f  Proof loads are specified in tables F.006.
  g  Hardness determined at the end of a fastener shall be 250 HV, 238 HB or 99.5 HRB maximum.
  h  Surface hardness shall not be more than 30 Vickers points above the measured core hardness of the fastener when determination of both surface hardness and core hardness are carried out with HV 0.3.
  i  Any increase in hardness at the surface which indicates that the surface hardness exceeds 390 HV is not acceptable.
  j  Any increase in hardness at the surface which indicates that the surface hardness exceeds 435 HV is not acceptable.
  k  Values are determined at a test temperature of -20 °C.
  l  Applies to d = 16 mm.
  m  Value for KV is under investigation.
  n  Instead of ISO 6157-1, ISO 6157-3 may apply by agreement between the manufacturer and the purchaser.
Set Screws property class 14 H to 45 H
  
    
      | No. |  |  | Hardness class | 
    
      |  |  |  | 14 H | 22 H | 33 H | 45 H | 
  
 
  
  
    | 1.1 | Vickers hardness HV 10 | min. | 140 | 220 | 330 | 450 | 
  
    | max. | 290 | 300 | 440 | 560 | 
  
  
    | 1.2 | Brinell hardness HBW, F = 30 D² | min. | 133 | 209 | 314 | 428 | 
  
    | max. | 276 | 285 | 418 | 532 | 
  
  
    | 1.3 | Rockwell hardness | HRB min. | 75 | 95 | – | – | 
  
    | HRB max. | 105 | a) | – | – | 
  
    | HRC min. | – | a) | 33 | 45 | 
  
    | HRC max. | – | 30 | 44 | 53 | 
  
    
      | 2 | Torsional Strength | 
 | – | – | – | See table 5 | 
| 3 | Height of non-decarburized thread zone, E, mm | min. | – | 1/2H1 | 2/3H1 | 3/4H1 | 
| 4 | Depth of complete decarburization, G, mm | max. | – | 0.015 | 0.015 | b) | 
| 5 | surface hardness HV 0.3 | max. | – | 320 | 450 | 580 | 
| 6 | Non-carburization HV 0.3 | max. | 
 | c) | c) | c) | 
| 7 | surface integrity in accordance with | 
 | ISO 6157-1 | ISO 6157-1 | ISO 6157-1 | ISO 6157-1 | 
  
  
a)  For hardness class 22H: if hardness is tested in Rockwell, it is test the minimum value in HRB and maximum value in HRC.
b)  No complete decarburization permitted in hardness class 45H.
c)  Surface hardness shall not exceed 30 Vickers points above base metal hardness when both are measured using HV 0.3 on fasteners.