Beams And Girders

Our offered Product range includes MS Beam and RSJ Poles.

MS Beam

A Beam is a line structural that carries load primarily in bending. 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, through structurally safe, is unsightly and to be avoided. A stiffer beam produces less deflection Beam Provide economical floor and roof systems in applications requiring longclear spans and lighter weight systems. The major applications are Bridges, Flyovers, Pedestrians Walk Overs and Buildings

Designation	Depth of Section	Width of Range	Thickness of Web	Weight / Mtr.	Sectional Area	Moduli of Section
	h (mm)	B (mm)	t (mm)	w (kg)	a (cm2)	Zxx (cm2)	Zw (cm2)
ISMB 100	100	60	4.5	11.5	14.6	51.5	10.9
ISMB 125	125	70	5.0	13.2	16.6	71.2	11.7
ISMB 150	150	75	5.0	15.0	19.0	95.7	13.1
ISMB 175	175	85	5.8	19.5	24.6	145.4	18.9
ISMB 200	200	100	5.7	25.9	32.3	223.5	30.0
ISMB 250	250	125	6.9	37.3	47.6	410.5	53.5
ISMB 300	300	140	7.7	46.0	58.6	599.0	69.5
ISMB 350	350	140	8.1	52.9	66.7	778.9	76.8
ISMB 400	400	140	8.9	61.5	78.5	1022.9	88.9
ISMB 450	450	150	9.4	72.4	92.3	1350.7	111.2
ISMB 500	500	180	10.2	86.9	110.7	1808.7	152.2
ISMB 600	600	210	12.0	123.0	156.2	3060.4	252.5

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RSJ Poles

Weight (Kg./M) 23.0

RSJ Poles are mainly used by Govt. Sector and Industrial Sector for street lighting and power transmission. These pole are manufacture on the most modern and sophisticated machinery and excellent team of highly experienced and qualified personals.

		MB	MB	SC	UC
1.	Designation (DxB) (mm xmm)	116x100	125x70	175x85	152x152	152x152
2.	Length of joist-meter with +100 mm tolerance	10m/11m/13m	8m / 9m	9m	11m / 13m	11m / 13m
3.	Weight (Kg./M)	23.0	13.3	19.6	37.1	37.0
4.	Sectional area (A) (sq.cm.)	29.3	17.0	25.0	47.4	47.11
5.	Depth of Section (D) (mm)	116	125	175	152	161.8
6.	Width of flance (B) (mm)	100	70	85	152	154.4
7.	Thickness of flance (TF) (mm)	10	8	9	11.9	11.5
8.	Thichness of Web (Tw) (mm)	8.5	5	5.8	7.9	8.0
9.	Radius of fillet or root (RI) (mm)	15	9	10	11.7	7.6
10.	Radius of tow (R2) (mm)	3	4.5	5	3	-
11.	Moment of Intertia (i) I xx (cm4) (ii) I yy (cm4)	643.8 143.5	445 38.5	1260 76.7	1970 700	2210 706.2
12.	Radius of Gyration GR xx (cm)	4.69	5.16	7.13	6.45	6.85
13.	Modulus of section (i) Z xx (cm3) (ii) Z xx (cm3)	111 28.7	71.2 11	144 18	259 91.90	273.2 91.48
14.	Tolerance in dimensions plus/minus	-------------------------As per IS: 1852----------------------------