Hot Rolled MS / Mild Steel Parallel Channel For Housebuiding ( A36 S235JR S355JR )
We supply I beam H beam steel struction. Our material include Standard Steel offers Q235, Q235B, Q235C, Q235D, Q235E, Q345, SS400, St37, S235JR, S355J2 A36, A529-50, A572-50 A992 and A588 carbon steel Beam
Chemical Composition
Element |
Content |
Carbon, C |
0.25 - 0.290 % |
Copper, Cu |
0.20 % |
Iron, Fe |
98.0 % |
Manganese, Mn |
1.03 % |
Phosphorous, P |
0.040 % |
Silicon, Si |
0.280 % |
Sulfur, S |
0.050 % |
Mechanical Properties
Mechanical Properties |
Metric |
Imperial |
Tensile Strength, Ultimate |
400 - 550 MPa |
58000 - 79800 psi |
Tensile Strength, Yield |
250 MPa |
36300 psi |
Elongation at Break (in 200 mm) |
20.0 % |
20.0 % |
Elongation at Break (in 50 mm) |
23.0 % |
23.0 % |
Modulus of Elasticity |
200 GPa |
29000 ksi |
Bulk Modulus (typical for steel) |
140 GPa |
20300 ksi |
Poissons Ratio |
0.260 |
0.260 |
Shear Modulus |
79.3 GPa |
11500 ksi |
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.
Δ I-beams are widely used in the construction industry and are available in a variety of standard sizes.
Δ Tables are available to allow easy selection of a suitable steel I-beam
Δ Size for a given applied load. I-beams may be used both as beams and as columns.
Δ I-beams may be used both on their own, or acting compositely with another material,
Δ Typically concrete. Design may be governed by any of the following criteria:
|
HEIGTH |
WIDTH |
WEB THK |
WEIGHT |
10# |
100 |
68 |
4.5 |
11.261 |
12# |
120 |
74 |
5 |
13.987 |
14# |
140 |
80 |
5.5 |
16.89 |
16# |
160 |
88 |
6 |
20.513 |
18# |
180 |
94 |
6.5 |
24.143 |
20#a |
200 |
100 |
7 |
27.929 |
20#b |
200 |
102 |
9 |
31.069 |
22#a |
220 |
110 |
7.5 |
33.07 |
22#b |
220 |
112 |
9.5 |
36.524 |
25#a |
250 |
116 |
8 |
38.105 |
25#b |
250 |
118 |
10 |
42.03 |
28#a |
280 |
122 |
8.5 |
43.492 |
28#b |
280 |
124 |
10.5 |
47.888 |
30#a |
300 |
126 |
9 |
48.084 |
30#b |
300 |
128 |
11 |
52.794 |
32#a |
320 |
130 |
9.5 |
52.717 |
32#b |
320 |
132 |
11.5 |
57.741 |
32#c |
320 |
134 |
13.5 |
62.765 |
36#a |
360 |
136 |
10 |
60.037 |
36#b |
360 |
138 |
12 |
65.689 |
36#c |
360 |
140 |
14 |
71.341 |
40#a |
400 |
142 |
10.5 |
67.598 |
40#b |
400 |
144 |
12.5 |
73.878 |
40#c |
400 |
146 |
14.5 |
80.158 |
45#a |
450 |
150 |
11.5 |
80.42 |
45#b |
450 |
152 |
13.5 |
87.485 |
45#c |
450 |
154 |
15.5 |
94.55 |
56#a |
560 |
166 |
12.5 |
106.316 |
56#b |
560 |
168 |
14.5 |
115.108 |
56#c |
560 |
170 |
16.5 |
123.9 |
63#a |
630 |
176 |
13 |
121.407 |
63#b |
630 |
178 |
15 |
131.298 |
63#c |
630 |
180 |
17 |
141.189 |