Ms / Mild Steel Universal Beam / Columns (SS400 S355JR S355J2 Q345B)

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PRODUCTS DETAILS

Basic Info.

Model NO.
SS400 S355JR S355J2 Q345B
Type of Steel For Building Structure
High-Strength Steel
Carbon Structural Steel
Q235
Residential Wall Structure
Wall Support
Application
Steel Workshop, Steel Structure Platform, Steel Fabricated House, Structural Roofing, Steel Walkway and Floor, Steel Structure Bridge
Length
6m , 9 M , 12 M
Transportation
by Sea
ASTM
Gr50
DIN
S235jr S355jr
GB
Q195 Q235 Q275 Q345
Transport Package
Standard Sea-Worthy Package
Specification
CE SGS
Origin
China
HS Code
72161010
Production Capacity
50000 Tpm

Product Description

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"

Ms / Mild Steel Universal Beam / Columns (SS400 S355JR S355J2 Q345B)
Ms / Mild Steel Universal Beam / Columns (SS400 S355JR S355J2 Q345B)
Ms / Mild Steel Universal Beam / Columns (SS400 S355JR S355J2 Q345B)
Ms / Mild Steel Universal Beam / Columns (SS400 S355JR S355J2 Q345B)


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:

Ms / Mild Steel Universal Beam / Columns (SS400 S355JR S355J2 Q345B)
Ms / Mild Steel Universal Beam / Columns (SS400 S355JR S355J2 Q345B)

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.
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

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