Weight of Deform M S Rod

Cross-sectional Area & mass of M S Reinforcement of Deform Bar
Numbar of Bar Unit Unit Weight Cross-Sectional Area
6 Kg/Metre 0.222 28.30 mm²
8 Kg/Metre 0.395 50.30 mm²
10 Kg/Metre 0.616 78.50 mm²
12 Kg/Metre 0.888 113.00 mm²
16 Kg/Metre 1.579 201.00 mm²
20 Kg/Metre 2.466 314.00 mm²
22 Kg/Metre 2.890 380.00 mm²
25 Kg/Metre 3.054 491.00 mm²
28 Kg/Metre 4.830 616.00 mm²
32 Kg/Metre 6.313 804.00 mm²

RELATION OF INCHES & FEET

Converted from Inches to Feet

0.5" = 0.042'

1" = 0.083'

1.5" =0.125'

2" = 0.167'

2.5" = 0.208'

3" = 0.250'

3.5" = 0.292'

4" = 0.333'

4.5" = 0.375'

5" = 0.417'

5.5" = 0.458'

6" = 0.500'

6.5" = 0.542'

7" = 0.583'

7.5" = 0.625'

8" = 0.667'

8.5" = 0.708'

9' = 0.750'

9.5'' = 0.792'

10'' = 0.833'

10.5'' = 0.875'

11'' = 0.917'

11.5'' = 0.958'

12'' = 1.000'