Indian Standard Beam Profile

ISHB 350 ( Indian Standard High Weight Beam )

Beam

Weight / meter

67.40 kg/m

148.59004 lbs/m

Weight / feet

20.54352 kg/ft

45.2907106 lbs/ft

Property	Value
Name	ISHB 350
Common Name	Indian Standard High Weight Beam 350
Weight per Meter (w)	67.40 Kg/m
Sectional Area (a)	85.91 cm²
Depth of Section (h)	350 mm
Width of Flange (b)	250 mm
Thickness of Flange (t_f)	11.60 mm
Thickness of Web (t_w)	8.30 mm
Moment of Inertia (l_xx)	19159.70 cm⁴
Moment of Inertia (l_yy)	2451.40 cm⁴
Radius of Gyration (r_xx)	14.93 cm
Radius of Gyration (r_yy)	5.34 cm

Property	Value
Modulus of Section (Z_xx)	1094.80 cm³
Modulus of Section (Z_yy)	196.10 cm³
Radius at Root (r₁)	12.00 mm
Radius at Toe (r₂)	6.00 mm
Slope of Flange (D)	94.00 degrees
Connection (h₁)	296.00 mm
Connection (h₂)	27.00 mm
Connection (b₁)	120.85 mm
Connection (c)	5.65 mm
Connection (g)	140 mm
Connection (g_l min)	60 mm
Max Size of Flange Rivet	32 mm

Other I - Beam Profile

Junior Beam

Low Weight Beam

Medium Weight Beam

Wide Flange Beam

High Weight Beam

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Some Important Definitions

Sectional Area

The Cross section of an object is the shape you get when you cut straight through an object. For cylinder it can be a rectangle, a circle even an oval, depending on how it has been cut.

Depth of Section

The effective depth of a section, d is defined as the distance from the extreme concrete fibre in compression to the centre of gravity of the longitudinal tension reinforcement.

Width of Flange

The actual width of the flange is the spacing of the beam, which is the same as the distance between the middle points of the adjacent spans of the slab.

Thickness of Flange

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Thickness of Web

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Moment of Inertia

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Radius of Gyration

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Modulus of Section

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Radius of Root

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Radius of Toe

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Slope of Flange

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Max Size of Flange Rivet

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