Designation
	
		
		
			| Name | 
			The value | 
		
		
		
		
			| Designation GOST Cyrillic | 
			35ГС | 
		
		
			| Designation GOST Latin | 
			35GC | 
		
		
			| Transliteration | 
			35GS | 
		
		
			| By chemical elements | 
			35MnС | 
		
		
	
 
			Description
			Steel 35GS used: for the manufacture of reinforcement steel classes At600, At600c, At600k, At800 and At800k, designed for conventional reinforcement and prestressed concrete structures.
Standards
    
        
        
            | Name | 
            Code | 
            Standards | 
        
        
        
        
	| Bars and shapes | 
	В22 | 
	GOST 5781-82, GOST 10884-94, GOST 2590-2006, TU 14-2-949-91, TU 14-1-5254-94 | 
	| Bars and shapes | 
	В32 | 
	TU 14-11-245-88, TU 14-1-1271-75 | 
        
    
 
Chemical composition
	
		
		
			| Standard | 
			
C | 
 
S | 
 
P | 
 
Mn | 
 
Cr | 
 
Si | 
 
Ni | 
 
Fe | 
 
Cu | 
 
As | 
		
		
		
		
	| GOST 5781-82 | 
	
0.3-0.37 | 
≤0.045 | 
≤0.04 | 
0.8-1.2 | 
≤0.3 | 
0.6-0.9 | 
≤0.3 | 
Rest | 
≤0.3 | 
- | 
	| GOST 10884-94 | 
	
0.3-0.37 | 
≤0.045 | 
≤0.04 | 
0.8-1.2 | 
≤0.3 | 
0.6-0.9 | 
≤0.3 | 
Rest | 
≤0.3 | 
≤0.08 | 
		
	
 
Fe is the basis. 
 According to GOST 5781-82, the addition of Ti (titanium) is allowed from the calculation of its mass fraction in the finished rolled product 0.01-0.03%, the addition of Ti (titanium) is allowed from the calculation of its mass fraction in finished rolled products made in coils of 0.01- 0.06%. 
 According to GOST 10884-94 in steel, intended for the production of reinforcing steel classes AT600, AT600C, At600K and At800, it is possible to increase the mass fraction of sulfur and phosphorus to 0.045%. In steel, intended for the production of reinforcing steel classes Am600C, At800 and At800K, the mass fraction of carbon should be 0.28-0.33%, and the mass fraction of manganese 0.90-1.20%.
	Mechanical properties
	
		
			
			
				
| Section, mm | 
 
t отпуска, °C | 
 
sT|s0,2, MPa | 
 
σU, MPa | 
 
d5, % | 
 
y, % | 
 
KCU, kJ/m2 | 
 
HB, MPa | 
			
			
			
			
	| Reinforcing steel in the delivery state according to GOST 10884-94 (the Holy column of the delivery condition specified strength grade and temperature of electrical heating) | 
	
| 10-40 | 
- | 
≥600 | 
≥800 | 
≥12 | 
- | 
- | 
- | 
	| Case hardening steels cold rolled | 
	
| ≤16 | 
- | 
550-630 | 
660-700 | 
11-19 | 
- | 
- | 
- | 
	| Rod fittings. Quenching with 870-880 °C + Vacation | 
	
| - | 
300 | 
≥1220 | 
≥1370 | 
≥5 | 
- | 
- | 
- | 
	| Sample length 50 mm, cross section 10 mm profile No. 22 rod of rebar. Heat to 930 °C, air cooling to 800 °C, cooling after deformation by stretching in the nitrate at 300 °C for 5 min (indicated by the degree of deformation DM) | 
	
| - | 
- | 
- | 
≥950 | 
≥5 | 
≥69 | 
- | 
≥210 | 
	| Reinforcing steel in the delivery state according to GOST 10884-94 (the Holy column of the delivery condition specified strength grade and temperature of electrical heating) | 
	
| 10-32 | 
- | 
≥800 | 
≥1000 | 
≥8 | 
- | 
- | 
- | 
	| Case hardening steels cold rolled | 
	
| 16-32 | 
- | 
≥785 | 
≥980 | 
≥7 | 
- | 
- | 
- | 
	| Rod fittings. Quenching with 870-880 °C + Vacation | 
	
| - | 
400 | 
≥1030 | 
≥1130 | 
≥10 | 
- | 
- | 
- | 
	| Sample length 50 mm, cross section 10 mm profile No. 22 rod of rebar. Heat to 930 °C, air cooling to 800 °C, cooling after deformation by stretching in the nitrate at 300 °C for 5 min (indicated by the degree of deformation DM) | 
	
| - | 
- | 
- | 
≥950 | 
≥16 | 
≥69 | 
- | 
≥245 | 
	| Rod hot-rolled | 
	
| 16 | 
- | 
350-375 | 
590-630 | 
22-30 | 
- | 
- | 
- | 
	| Rod fittings. Quenching with 870-880 °C + Vacation | 
	
| - | 
500 | 
≥730 | 
≥850 | 
≥16 | 
- | 
- | 
- | 
	| A sample with a length of 340-360 mm profile No. 14 rod rebar steel hot-rolled | 
	
| - | 
- | 
410-450 | 
690-710 | 
15-21 | 
- | 
480-640 | 
≥202 | 
	| Sample length 50 mm, cross section 10 mm profile No. 22 rod of rebar. Heat to 930 °C, air cooling to 800 °C, cooling after deformation by stretching in the nitrate at 300 °C for 5 min (indicated by the degree of deformation DM) | 
	
| - | 
- | 
- | 
≥950 | 
- | 
≥69 | 
- | 
≥260 | 
	| Rod hot-rolled | 
	
| 25 | 
- | 
370-500 | 
610-770 | 
18-30 | 
- | 
- | 
- | 
	| Rod fittings. Quenching with 870-880 °C + Vacation | 
	
| - | 
600 | 
≥640 | 
≥730 | 
≥18 | 
- | 
- | 
- | 
	| A sample with a length of 340-360 mm profile No. 14 rod of rebar after quenching in water (tводы35 °C) 1000 °C (4 s) + Vacation at 425 °C | 
	
| - | 
- | 
890-900 | 
1000-1050 | 
9-10 | 
- | 
1270-1570 | 
≥363 | 
	| Sample length 50 mm, cross section 10 mm profile No. 22 rod of rebar. Heat to 930 °C, air cooling to 800 °C, cooling after deformation by stretching in the nitrate at 300 °C for 5 min (indicated by the degree of deformation DM) | 
	
| - | 
- | 
- | 
≥950 | 
≥16 | 
≥73 | 
- | 
≥260 | 
	| Rod hot-rolled | 
	
| 40 | 
- | 
405-420 | 
660-690 | 
20-23 | 
- | 
- | 
- | 
			
		
	 
Description mechanical marks
	
		
		
			| Name | 
			Description | 
		
		
		
		
	| sT|s0,2 | 
	Yield strength or limit of proportionality with a tolerance for residual deformation of 0.2% | 
	| σU | 
	Limit short-term strength | 
	| d5 | 
	Elongation after rupture | 
	| y | 
	The relative narrowing | 
	| KCU | 
	Toughness | 
	| HB | 
	Brinell hardness number | 
		
	
 
Technological properties
	
		
		
			| Name | 
			The value | 
		
		
		
		
	| Weldability | 
	Welded without any restrictions. |