◊ Deformed Bars

Deformed bars are with transverse and longitudinal rib to increase the tensile strength of the concrete, suitable for high strength construction such as dams, bridges, and high rise buildings etc. They are made to the TIS 24-2559 SD 40 and SD 50 from 12-32 mm. dia at 10 and 12 metre long.



Deformed Bars

Name Diameter
(mm.)
Weight
(kg/m)
Cross Section Area
(Sq mm.)
DB 12 (SD40 and SD50) 12 0.888 113.10
DB 16 (SD40 and SD50) 16 1.578 201.06
DB 20 (SD40 and SD50) 20 2.466 314.16
DB 25 (SD40 and SD50) 25 3.853 490.87
DB 28 (SD40 and SD50) 28 4.834 615.75
DB 32 (SD40 and SD50) 32 6.313 804.25

Chemical Composition (%)

Chemical Chemical Composition
(less than %, by weight)
Aluminium 0.3
Molybdenum 0.08
Boron 0.0008
Nickel 0.3
Chromium 0.3
Niobium 0.06
Cobalt 0.3
Silicon 0.6
Copper 0.4
Titanium 0.05
Lead 0.4
Tungsten 0.3
Vanadium 0.1
Zirconium 0.05

Class Chemical Composition (max %, by weight)
Carbon Manganese Phosphorus Sulfur Carbon
+(Managanese/6)
SD 40 - 1.80 0.050 0.050 0.55
SD 50 - 1.80 0.050 0.050 0.60

Mechanical Properties

Class Min Yield
Strength Mpa
(kg/mm2)
Min Tensile
Strength Mpa
(kg/mm2)
Minimum
Elongation
(%)
Cold Bending
Degree Inside Diameter of Bend
SD 40 390 (40) 560 (57) 15 180 5 times bar diameter
(All Size)
SD 50 490 (50) 620 (63) 13 90 5 times bar diameter
(Max 25 mm.)
6 times bar diameter
(Over 25 mm.)

Standard Packing

Size kg/m. Length
(m.)
Weight/Pcs
(kg)
Amount/Bundle
(Psc)
Weight/Bundle
(kg)
DB 12 0.888 10 8.88 200 1776
DB 12 0.888 12 10.656 200 2131
DB 16 1.578 10 15.78 120 1894
DB 16 1.578 12 18.936 120 2272
DB 20 2.466 10 24.66 80 1973
DB 20 2.466 12 29.592 80 2367
DB 25 3.853 10 38.53 50 1927
DB 25 3.853 12 46.236 50 2312
DB 28 4.834 10 48.34 40 1934
DB 28 4.834 12 58.008 40 2320
DB 32 6.313 10 63.13 30 1894
DB 32 6.313 12 75.756 30 2273