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For the calculation procedure, go through the following steps.👇
Let us consider a hollow rectangular mild steel tube or pipe of dimension 70mm × 40mm.× 3mm. as shown in the fig. below. Let us calculate the weight for the pipe having a 3-meter length.
Hollow rectangular steel section. |
Here, thickness T = 3mm. breadth B = 70mm, depth D = 40mm., and length L =3m.
Hollow rectangular MS tube. |
First, we will calculate the sectional area in two parts, the orange-colored part area as A1, and green colored part area as A2.
Area A2 = [{D - ( 2 × T )} × T × 2 nos.]
= [ {40 - ( 2 × 3)} × 3 × 2 nos.]
= [ 34 mm. × 3mm. ×2nos.]
By converting mm. unit into meters, we get
= [ 0.034m. × 0.003m. × 2nos.]
A2 = 0.000204 sqm.
Now, total sectional area
A = [A1 +A2]
= [0.00042 +0.000204]
A= 0.000624 sqm.
As you know,
volume = [ area × length ]
= [A × L ]
= [ 0.000624 × 3]
V = 0.001872 cum.
The density of mild steel is 7850 kg./cu.m.
So, the weight of the hollow rectangular MS pipe
= [volume × density]
= [0.001872 × 7850]
= 14.695kg.
The weight of the rectangular steel section/meter.
= [14.695kg ÷ 3m.]
= 4.8983 kg./m.
= 1.493 kg / ft.
(As 1m = 3.28084 ft.)
For you 👇
Alternate method:
First, we will calculate the total area inclusive of the hollow part, and then we will deduct the inner hollow portion (shown in green color) of the pipe.
Area a1 =[ B × D]
= [70mm. × 40mm.]
By converting mm. unit into meters, we get
a1 = [0.07 × 0.04]
a1 = 0.0028 sqm.
Area a2 = [{ B - (2T)} × { D - ( 2T)}]
= [{ 70 -( 2 × 3)} × { 40 - (2 × 3)}]
= [ 64mm.× 34 mm.]
( i.e. inner green hollow part )
By converting mm. unit into meters, we get
= [0.064m. ×0.034m.]
a2 = 0.002176 sqm.
Now, the total sectional area
A = [a1 - a2]
= [0.0028 - 0.002176]
A = 0.000624 sqm.
Note: We got the same area (A ) as calculated before.
Volume = [area × length]
= [0.000624 ×3]
V = 0.001872 cum.
So, the weight of the hollow rectangular MS pipe
= [volume × density]
= [0.001872 × 7850]
= 14.695 kg.
Thank you for going through this calculation😃.
If you have any queries, you can ask in the comment section
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