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H – Beam

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A beam is a line structural that carries load primarily in bending. MS Beams are characterized by their profile (the shape of their cross-section), their length, and their material. One of the most common types of steel beam is the I-beam or wide-flange beam. A visibly sagging beam, though structurally safe, is unsightly and to be avoided. A stiffer beam produces less deflection (degree to which structural element is displaced under a load).

Beam provide economical floor and roof systems in applications requiring long clear spans and lighter weight systems. The major applications are Bridges, Flyovers, Pedestrians Walk Overs and Buildings.

Beam

Dimensions

M = Mass per m , A= Depth of Section, B= Width of Section,T = Web thickness

T = Flange Thickness, R1 = Root radius, R2 = Leg radius, Area = Area of Section

 

Product Range

Mass

Sectional

Dimensions

(M)

Area (a)

D

B

t

T

Flange Slope

R1

R2

Kg/m

cm²

mm

mm

mm

mm

deg.

mm

mm

2

3

4

5

6

7

8

9

10

SC 100

23.00

29.30

100

116

7.00

10.00

98.00

12.00

6.00

HB 150

30.60

39.00

150

150

8.40

9.00

94.00

8.00

4.00

HB 150

34.60

44.10

150

150

11.80

9.00

94.00

8.00

4.00

SC 150 BFB

37.10

47.40

152

152

7.90

11.90

98.00

11.70

3.00

WB 200*

52.00

66.50

203

152

8.90

16.50

98.00

15.50

7.60

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