All about civil construction knowledge- PARAM VISIONS

Calculating the weight of I- beam & H - beam sections.

 Nowadays, you will get a readymade weight calculator and weight chart for all types of I - beam or H -beam sections of different dimensions. You can calculate the weight, just by entering the values in the calculator. 

Beam section.

All of these beam sections come with a corner radius or with sharp corners as shown in the fig. below.

I - beam with radius.



I - beam with a sharp corner.


I have shown below, the calculation procedure for all radius sharp I - beam sections with equal flange width, having 3m. length.


Here, beam height H = 400mm., flange width w = 150mm., flange thickness t = 12mm., web thickness b = 14mm., and length L =3m.


Now, the area of the two equal flanges

 A1 = flange width (w) × flange thickness (t) × 2nos.

      = 150mm × 12mm. × 2nos.

Converting it into meters,

      = 0.15m × 0.012m. × 2

 A1 = 0.0036 sq.m.


The area of the web ( pink colored area )



A2 = (beam height - (2 × flange thickness)) × web thickness

      = (400mm - ( 2 × 12mm)) × 14mm.

      = 376mm. × 14mm.

Converting them into meters,

      = 0.376m × 0.014m 

A2 = 0.005264 sq.m.


Total sectional area 

A = area of flange (A1) + area of the web (A2)

    =0.0036 + 0.005264

   = 0.008864 sq.m.


Now, the volume of the I - beam

   = Area (A) × Length (L)

    = 0.008864sq.m. × 3m.

    = 0.026592 cubic meter.


Weight of the I - beam section 

     = volume × density

     = 0.026592 cu.m. × 7850 kg/cu.m.

Here, the density of steel is taken as 7850kg/cu.m. for the calculation purpose.

     Weight = 208.747 kg.



NOTE: 

 1. When the flange width is unequal, we have to calculate the area of the top and bottom flanges separately.

2. The calculation procedure for all types of I -beam ad H -beam (having sharp corners) will be the same as explained above.




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