Ms / Mild Steel Universal Beam / Columns (A36 S235JR S235J2 Q235B)

We can supply UNIVERSAL BEAM / COLUMNS struction. Our material include Standard Steel offers Q235, Q235B, Q235C, Q235D, Q235E, Q345, Q345B, SS400, St37, S235JR, S235j2 , S275JR ,S355jr S355J2 A36, A529-50, A572-50 A992 and A588 carbon steel Beam

Size: W 4", W 5", W6", W 8", W 10", W 12", W1 4" W 16", W 18" W 21", W 24", W 27"



An I-beam, also known as H-beam, Weam (for "wide flange"), Universal Beam (UB), Rolled Steel Joist (RSJ), or double-T (especially in Polish, Bulgarian, Spanish, Italian and German), is a beam with an I - or H-shaped cross-section. The horizontal elements of the "I" are flanges, while the vertical element is termed the "web".



I-beams are usually made of structural steel and are used in construction and civil engineering.

The web resists shear forces, while the flanges resist most of the bending moment experienced by the beam. Beam theoryshows that the I shaped section is a very efficient form for carrying both bending and shear loads in the plane of the web. On the other hand, the cross-section has a reduced capacity in the transverse direction, and is also inefficient in carrying torsion, for which hollow structural sections are often preferred.

* I-beams are widely used in the construction industry and are available in a variety of standard sizes. *Tables are available to allow easy selection of a suitable steel I-beam
*Size for a given applied load. I-beams may be used both as beams and as columns.
*-beams may be used both on their own, or acting compositely with another material,
*Typically concrete. Design may be governed by any of the following criteria:





Carbon steel structural beams are manufactured in two configurations. Both are constructed with a vertical web in the center of the beam, with horizontal flanges on top and bottom. The structure of the beam provides superior load-bearing support.
MS / Mild Steel Universal Beam / Columns Loading in sea port : 

Designation	Dimensions					Static Parameters
						Moment of Inertia		Section Modulus
Imperial	Depth	Width	Web Thickness	Sectional Area	Weight	I x	I y	W x	W y
(in x lb/ft)	h	w	s	(in 2 )	(lb/ft)	(in 4 )	(in 4 )	(in 3 )	(in 3 )
	(in)	(in)	(in)
W 27 x 178	27.8	14.09	0.725	52.3	178	6990	555	502	78.8
W 27 x 161	27.6	14.02	0.66	47.4	161	6280	497	455	70.9
W 27 x 146	27.4	14	0.605	42.9	146	5630	443	411	63.5
W 27 x 114	27.3	10.07	0.57	33.5	114	4090	159	299	31.5
W 27 x 102	27.1	10.02	0.515	30	102	3620	139	267	27.8
W 27 x 94	26.9	10	0.49	27.7	94	3270	124	243	24.8
W 27 x 84	26.7	9.96	0.46	24.8	84	2850	106	213	21.2
W 24 x 162	25	13	0.705	47.7	162	5170	443	414	68.4
W 24 x 146	24.7	12.9	0.65	43	146	4580	391	371	60.5
W 24 x 131	24.5	12.9	0.605	38.5	131	4020	340	329	53
W 24 x 117	24.3	12.8	0.55	34.4	117	3540	297	291	46.5
W 24 x 104	24.1	12.75	0.5	30.6	104	3100	259	258	40.7
W 24 x 94	24.1	9.07	0.515	27.7	94	2700	109	222	24
W 24 x 84	24.1	9.02	0.47	24.7	84	2370	94.4	196	20.9
W 24 x 76	23.9	9	0.44	22.4	76	2100	82.5	176	18.4
W 24 x 68	23.7	8.97	0.415	20.1	68	1830	70.4	154	15.7
W 24 x 62	23.7	7.04	0.43	18.2	62	1550	34.5	131	9.8
W 24 x 55	23.6	7.01	0.395	16.2	55	1350	29.1	114	8.3