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Reinforcing steel bars

Submitted by root on Tue, 02/07/2017 - 12:56

PLAIN AND DEFORMED BARS IN CUT LENGTHS AND IN COILS

Standard Steel grade Sizes / nominal diameters, mm Heat analysis, % Mechanical properties
C max Mn Si P max S max Others Tensile strength, min, N/mm2 Yield strength, min, N/mm2, Relative elongation, min, % Bend / rebend test
**********
DIN 488-86 BSt 500S, deformed 8; 10; 12; 14; 16; 20; 25; 28; 0,22
(0,24)		 - - 0,050
(0,055)		 0,050
(0,055)		 Nmax=0,012
(0,013)		 550 500 L=10Dn 10 90º/23º
rebend
DIN 488: 2009/10 B500В, ribbed 8; 10; 12; 14; 16; 20; 25; 28; 32; 40 0,22
(0,24)		 - - 0,050
(0,055)		 0,050
(0,055)		 Nmax=0,012(0.014)
C eq max=0,50(0.52)
for d<=28 mm
C eq max=0,47(0.49)
for d>28 mm		 540 500 Agt 5 90º/20º
unbending
BS 4449-97 250, plain 6; 8; 10; 12; 16; 0,25
(0,27)		 - - 0,060
(0,065)		 0,060
(0,065)		 Nmax=0,012
(0,013)
C eq max=0,42**
(0,45)		 290 250 L=5Dn 22 180º
460 B deformed 8; 10; 12; 16; 20; 25; 32; {40}; - - 0,050
(0,055)		 0,050
(0,055)		 Nmax=0,012
(0,013)
C eq max=0,51**
(0,54)		 495 460 14 45º/23º
rebend
BS 4449-2005 B500B, ribbed 8; 10; 12; 16; 20; 25 0,22
(0,24)		 - - 0,050
(0,055)		 0,050
(0,055)		 Nmax=0,012(0.014)
C eq max=0,50(0.52)		 540 500-650 Agt 5 90º/20º
unbending
BS 4482-2005 250, plain 5.5-13 – in coils 0,22
(0,24)		 - - 0,050
(0,055)		 0,050
(0,055)		 Nmax=0,012(0.014)
C eq max=0,42(0.44)		 290 250 Agt 5 90º/20º
unbending
SR-438-1-2012 PC52 8; 10; 12; 14; 16; 18; 20; 22; 25 0,22
(0,24)		 1,60
(1,70)		 0,55
(0,60)		 0,045
(0,050)		 0,045
(0,050)

Ti, Nb max=0,06

C eq max=0,50 (0,52)

 510

№№8…14=355

№№16…28=345

 L=5Dn 20 180º
OB37 6; 8; 10; 12 0,23
(0,27)		 0,75
(0,80)		 0,40
(0,43)		 0,045
(0,050)		 0,045
(0,050)		   360 255 L=5Dn 25 180º
ST-009-2011 B500B 8; 10; 12; 14; 16; 18; 20; 22; 25 0,22
(0,24)		 - - 0,050
(0,055)		 0,050
(0,055)

Nmax=0,012
(0,014)
Cu max=0,80
(0,85)

C eq max=0,50
(0,52)

   500

Agt

(L=10Dn)

 5,0 (10) 90º/20º
rebend
B500C 7,5 (16)
ASTM A615/A615M-95b
***
****
******		 40 (300) plain №№ 3; 4; 5; 6; 7; 8; 9; 10; {11}; [10,0; 15,0; 20,0; 25,0; 30,0; {35,0}] * * * 0,060
(0,075)		 * 40(300)* 70000 Psi
(480)		 40000 Psi
(300)		 L=8"
200mm		 11...12 180º
60 (420) deformed
ASTM A615/A615M-96a
*******		 40 (300) plain №№ 3[10]; 4[13]; 5[16]; 6[18]; 7[22]; 8[25]; 9[29]; 10[32]; {11[36]}; * * * 0,060
(0,075)		 * 60(420) 90000 Psi
(620)		 60000 Psi
(420)		 L=8"
200mm		 7...9 180º
60 (420) deformed
ASTM A706/A706M-90
*********		 60 (400) deformed №№3; 4; 5; 6; 7; 8; 9; 10; {11} (10; 15; 20; 25; 30; {35}) 0,30
(0,33)		 1,50
(1,56)		 0,50
(0,55)		 0,035
(0,043)		 0,045
(0,053)		 Сeq=0,55max
*****		 80000 Psi
(550)		 Min 60000
Psi (400)
Max 78000
Psi (540)		 L=200mm 12...14 180º

* to be agreed upon with the Customer
** Ceq = C+Mn/6+(Cr+Mo+V)/5+(Ni+Cu)/15
*** Weldability is not specified
**** Sizes to be as per ASTM or as agreed upon with the Customer
***** Ceq = C+Mn/6+Cu/40+Ni/20+Cr/10-Mo/50-V/10
****** Grade 40 can be produced in the following sizes: ## 3, 4, 5, 6, [10; 15; 20]
******* Grade 40 can be produced in the following sizes: ## 3[10], 4[13], 5[16], 6[18]
******** if required, we can produce rebars of non-weldable quality RB300, RB400
*********if required, we can produce rebars to ASTM A706/A706M-96
********** Numerator is the angle of a bend and denominator is the angle of a rebend after mechanical ageing
We can also produce weldable quality steel reinforcing bars (with tensile strength of 400 and 500 N/mm2) as per Portuguese and Finnish standards.

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