Steel Beam
I-Beam | H-Beam | Specifications | Sizes
Steel Beam Suppliers
Hammad Steel Industries is a Reliable Supplier of Superior Quality IPE, IPN, IPEA & IPEAA Steel Beams in a variety of different Sizes. We are maintaining extremely close dimensional tolerance and accurate mechanical properties. Built to International Specifications, the light weight IPEAA Steel Beams are most suited to GCC markets, and primarily used in Commercial and Residential building structures and warehouses. Hammad Steel Industries is mostly preferred for the Steel Beams from Turkey. We are offering Lowest Prices of Various Sizes Steel Beams in Containers and Break Bulk. We are the mostly admired partner of Steel Beam Importers Worldwide specifically in Africa and Indian Ocean Islands.
Steel 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.
Standard American Beams
Also known as Junior Beams, S Beam, or I Beams have tapered flanges for increased strength of the flanges.
Wide Flange Steel Beams
Also known as W Beams or H Beams have non-tapered flanges that are wider than the standard S or I beams.
I and H Beams are widely used in the Construction Industry to provide support for buildings and load-bearing walls. They are available in a variety of Standard Sizes and selected based on the applied load for the required application. I-beams may be used both as beams and as columns.
Applications for I-beams include:
• Construction support beams for commercial and residential construction.
• Support frames and columns for trolley ways, lifts and hoists.
• Mezzanines and platforms.
• Trailer and truck bed framing.
Applications for H-beams include:
• Construction support beams for commercial and residential construction.
• Mezzanines and platforms.
• Bridges.
• Trailer and truck bed framing.
• Machine bases.
Steel Beam Standards, Grades and Specifications
Hammad Steel offers Steel Beam with Several International Standards, Grades and Specifications which are given below:
American Standard Steel Beam ASTM A36 Specifications
American Standard Steel Beam ASTM A572 Specifications
I Beam
Sizes: 80 mm to 200 mm
Dimensional Specifications: DIN 1025 part 5 & EN 10034
Material Specifications: ASTM A36, ASTM A572 Gr.50, EN 10025, S275, S355 or Equivalent
Mass and Sectional Dimensions
H = Height of Beam – B = Flange Width – S = Thickness of Web – T = Flange Thickness – R = Root Radius
American Standard Steel Beam Specifications
| SECTION | Standard Sectional Dimensions mm |
MASS | ||||
| H | B | S | T | R | ||
| IPE 80 | 80 | 46 | 3.8 | 5.2 | 5 | 6.00 |
| IPN 80 | 80 | 42 | 3.9 | 5.9 | – | 5.9 |
| IPEA 80 | 78 | 46 | 3.3 | 5.2 | 5 | 5.00 |
| IPEAA 80 | 78 | 46 | 3.2 | 4.2 | 5 | 4.95 |
| IPE 100 | 100 | 55 | 4.1 | 5.7 | 7 | 8.10 |
| IPN 100 | 100 | 50 | 4.5 | 6.8 | – | 8.3 |
| IPEA 100 | 98 | 55 | 3.6 | 4.7 | 7 | 6.90 |
| IPEAA 100 | 97.6 | 55 | 3.6 | 4.5 | 7 | 6.72 |
| IPE 120 | 120 | 64 | 4.8 | 6.3 | 7 | 10.40 |
| IPN 120 | 120 | 58 | 5.1 | 7.7 | – | 11.1 |
| IPEA 120 | 117.6 | 64 | 3.8 | 5.1 | 7 | 8.70 |
| IPEAA 120 | 117 | 64 | 3.8 | 4.8 | 7 | 8.36 |
| IPE 140 | 140 | 73 | 4.7 | 6.9 | 7 | 12.90 |
| IPN 140 | 140 | 66 | 5.7 | 8.6 | – | 14.3 |
| IPEA 140 | 137.4 | 73 | 3.8 | 5.6 | 7 | 10.50 |
| IPEAA 140 | 136.6 | 73 | 3.8 | 5.2 | 7 | 10.05 |
| IPE 160 | 160 | 82 | 5.0 | 7.4 | 9 | 15.80 |
| IPN 160 | 160 | 74 | 6.3 | 9.5 | – | 17.9 |
| IPEA 160 | 157 | 82 | 4.0 | 5.9 | 9 | 12.70 |
| IPEAA 160 | 156.4 | 82 | 4.0 | 5.6 | 9 | 12.31 |
| IPE 180 | 180 | 91 | 5.3 | 8.0 | 9 | 18.80 |
| IPN 180 | 180 | 82 | 6.9 | 10.4 | – | 21.9 |
| IPEA 180 | 177 | 91 | 4.3 | 6.5 | 9 | 15.40 |
| IPEAA 180 | 176.4 | 91 | 4.3 | 6.2 | 9 | 14.94 |
| IPE 200 | 200 | 100 | 5.6 | 8.5 | 12 | 22.40 |
| IPN 200 | 200 | 90 | 7.5 | 11.3 | – | 26.2 |
| IPEA 200 | 197 | 100 | 4.5 | 7.0 | 12 | 18.40 |
| IPEAA 200 | 196.4 | 100 | 4.5 | 6.7 | 12 | 17.95 |
Dimensions and Sectional Properties
| SECTION | Sectional Area | Surface Area | Position of Centre of Gravity (cm) | Geometric Moment of Inertia (cm4) | Radius of Gyration of Area (cm) | Modulus of Section (cm3) | ||||
| cm2 | m2/m | Cx | Cy | Lx | Ly | Ix | Iy | Wx | Wy | |
| IPE 80 | 7.64 | 0.328 | 0 | 0 | 80.1 | 8.49 | 3.24 | 1.05 | 20.0 | 3.69 |
| IPEA 80 | 6.38 | 0.325 | 0 | 0 | 64.4 | 6.85 | 3.17 | 1.04 | 16.5 | 2.98 |
| IPEAA 80 | 6.31 | 0.325 | 0 | 0 | 64.1 | 6.86 | 3.19 | 1.04 | 16.4 | 2.98 |
| IPE 100 | 10.30 | 0.400 | 0 | 0 | 171.0 | 15.90 | 4.17 | 1.24 | 34.2 | 5.79 |
| IPEA 100 | 8.73 | 0.397 | 0 | 0 | 141.2 | 13.12 | 4.01 | 1.22 | 28.8 | 4.77 |
| IPEAA 100 | 8.56 | 0.396 | 0 | 0 | 135.9 | 12.59 | 3.98 | 1.21 | 27.9 | 4.58 |
| IPE 120 | 13.20 | 0.475 | 0 | 0 | 318.0 | 27.70 | 4.90 | 1.45 | 53.0 | 8.65 |
| IPEA 120 | 11.03 | 0.472 | 0 | 0 | 257.4 | 22.49 | 4.83 | 1.42 | 43.7 | 7.00 |
| IPEAA 120 | 10.65 | 0.470 | 0 | 0 | 244.1 | 21.08 | 4.79 | 1.41 | 41.7 | 6.59 |
| IPE 140 | 16.40 | 0.551 | 0 | 0 | 541.0 | 44.90 | 5.74 | 1.65 | 77.3 | 12.30 |
| IPEA 140 | 13.40 | 0.547 | 0 | 0 | 434.9 | 36.40 | 5.70 | 1.65 | 63.3 | 9.90 |
| IPEAA 140 | 12.79 | 0.544 | 0 | 0 | 407.4 | 33.82 | 5.64 | 1.63 | 59.6 | 9.27 |
| IPE 160 | 20.10 | 0.623 | 0 | 0 | 869.0 | 68.30 | 6.58 | 1.84 | 109.0 | 16.70 |
| IPEA 160 | 16.18 | 0.619 | 0 | 0 | 689.0 | 54.40 | 6.50 | 1.83 | 87.8 | 13.20 |
| IPEAA 160 | 15.69 | 0.617 | 0 | 0 | 659.1 | 51.73 | 6.48 | 1.82 | 84.3 | 12.62 |
| IPE 180 | 23.90 | 0.698 | 0 | 0 | 1320.0 | 101.0 | 7.42 | 2.05 | 146.0 | 22.20 |
| IPEA 180 | 19.58 | 0.694 | 0 | 0 | 1063.0 | 81.90 | 7.36 | 2.04 | 120.0 | 18.00 |
| IPEAA 180 | 19.03 | 0.693 | 0 | 0 | 1020.0 | 78.13 | 7.32 | 2.03 | 115.6 | 17.17 |
| IPE 200 | 28.50 | 0.768 | 0 | 0 | 1940.0 | 142.0 | 8.26 | 2.24 | 194.0 | 23.50 |
| IPEA 200 | 23.50 | 0.764 | 0 | 0 | 1591.0 | 117.0 | 8.20 | 2.24 | 161.6 | 23.40 |
| IPEAA 200 | 22.87 | 0.463 | 0 | 0 | 1533.6 | 112.49 | 8.19 | 2.20 | 156.2 | 22.50 |
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