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Honey Comb Beam SNI


Honey Comb beams are formed by cutting the web of a rolled section along its length in a 'wave form' and welding two pieces together to form a hexagonal openings. It is also possible to weld square or rectangular plates between the cut halves, giving an even deeper castellated beam, resulting in octagonal openings in its body

Honey Comb castellated beams have a deeper section than a comparable solid beam, which has a greater resistance to deflection. They are therefore most often used in long span applications with light or moderate loadings, particularly roofs. Since the weight of steel has not changed, the structural efficiency of the section in bending has been increased. A further advantage of castellated beams is the holes in the web which provide a route for services.

Tabel Ukuran Honey Comb JIS 3101 Standard

Sectional Index 
Depth of Width Thickness  Weight
Section  of 
Section 
Ori Castel Original  Castel Web  Flange 
ginal  lated  lated 
H  DC  B  t1  t2 
mm  mm  mm  mm  mm  mm  mm  Kg/m 
100 x 100  150 x 100  100 150 100 6 8 16.27
150 x 75  225 x 75  150 225 75 5 7 12.78
150 x 150  225 x 150  150 225 150 7 10 29.75
200 x 100  300 x 100  200 300 100 5.5 8 19.44
200 x100  300 x 99  198 300 99 4.5 7 16.54
200 x 200  375 x125  200 300 200 8 12 47.1
250 x 125 375 x 124  250 375 125 6 9 26.98
250 x 125 375 x 250  248 375 124 5 8 23.33
250 x 250  450 x 150 250 375 250 9 14 68.32
300 x 150  450 x 149 300 450 150 6.5 9 33.55
300 x 150  450 x 300 298 450 149 5.5 8 29.17
300 x 300  450 x 300  300 450 300 10 15 88.76
350 x 175 525 x 175  350 525 175 7 45.11


Structural Steel Product:

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