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H-Beams
H-beams are shaped like an H. H-beam is a structural beam made of rolled steel. It is incredibly strong. It gets its name because it looks like a capital H over its cross section.
Rolled steel with an H-shaped cross-section. Equal thickness in the two parallel flanges with no taper on the inside surface. Classified into narrow, medium, and wide, based on the height and flange width.
1. When ordering, please specify actual dimensions(H×B×t1/t2×length).
2. The sizes marked * are not constantly being rolled, so please inquire when ordering.
3. Please talk to us in advance about turnaround times and specifications (bending, shot blasting, etc.).
4. Standard length is 6 m or more with 500 mm pitch up to 24 m, but for orders over 15 m,
please talk to us before ordering.
Product | post-tensioned anchorages h beam c purlin and z purlin/Prime hot rolled mild steel h beam | |
Size | High(H) | 100mm-900mm |
Flange width(B) | 100mm-300mm | |
Web thickness(t1) | 6mm-16mm | |
Flange thickness(t2) | 8mm-28mm | |
Length | 6-12m/pc or as your request | |
Standard | AISI, ASTM, BS, DIN, GB, JIS etc. | |
Material | SS400, Q 235B,S235JR,Q345B, S355JR etc. | |
Technique | Hot rolled & Welded | |
Application | 1.Industrial structure of the steel structure bearing bracket. 2.Underground engineering steel pile and retaining structure. 3.Petrochemical and electric power and other industrial equipment structure 4.Large span steel bridge components 5.Ships, machinery manufacturing frame structure 6.The train, automobile, tractor beam bracket 7.Port of conveyor belt, high speed damper bracket | |
Package | Standard seaworthy packing or as required | |
Port of Shipment | Tianjin Port, China | |
Date of Delivery | 10-15 days after received the deposit | |
MOQ | 10T | |
Production | 5000t/ month | |
Payment | T/T, L/C, Western union etc. | |
| Classification (Height × Flange width) | Standard cross-section dimensions (mm) | Cross-sectional area(cm3） | Unit mass (kg/m) | |||
|---|---|---|---|---|---|---|
| H×B | t1 | t2 | r | |||
| 100×100 | *100×100 | 6 | 8 | 8 | 21.59 | 16.9 |
| 125×125 | 125×125 | 6.5 | 9 | 8 | 30.00 | 23.6 |
| 150×150 | 150×150 | 7 | 10 | 8 | 39.65 | 31.1 |
| 175×175 | 175×175 | 7.5 | 11 | 13 | 51.43 | 40.4 |
| 200×200 | 200×200 *200×204 | 8 | 12 | 13 | 63.53 71.53 | 49.9 56.2 |
| 250×250 | *244×252 250×250 *250×255 | 11 | 11 | 13 | 81.31 91.43 103.9 | 63.8 71.8 81.6 |
| 300×300 | *294×302 300×300 *300×305 | 12 | 12 | 13 | 106.3 118.5 133.4 | 83.4 93.0 105.0 |
| 350×350 | *344×348 *344×354 350×350 | 10 | 16 | 13 | 144.0 164.6 171.9 | 113.0 129.0 135.0 |
| 400×400 | 400×400 | 13 | 21 | 22 | 218.7 | 172.0 |
| Classification (Height × Flange width) | Reference | |||||
|---|---|---|---|---|---|---|
| Second moment of area(cm4) | Radius of gyration of area(cm) | Section modulus(cm3) | ||||
| lx | ly | ix | iy | zx | zy | |
| 100×100 | 378 | 134 | 4.18 | 2.49 | 75.6 | 26.7 |
| 125×125 | 839 | 293 | 5.29 | 3.13 | 134.0 | 46.9 |
| 150×150 | 1,620 | 563 | 6.40 | 3.77 | 216.0 | 75.1 |
| 175×175 | 2,900 | 984 | 7.50 | 4.37 | 331.0 | 112.0 |
| 200×200 | 4,720 4,980 | 1,600 1,700 | 8.62 8.35 | 5.02 4.88 | 472.0 498.0 | 160.0 167.0 |
| 250×250 | 8,700 10,700 11,400 | 2,940 3,650 3,880 | 10.30 10.80 10.50 | 6.01 6.32 6.11 | 713.0 860.0 912.0 | 233.0 292.0 304.0 |
| 300×300 | 16,600 20,200 21,300 | 5,510 6,750 7,100 | 12.50 13.10 12.60 | 7.20 7.55 7.30 | 1,130.0 1,350.0 1,420.0 | 365.0 450.0 466.0 |
| 350×350 | 32,800 34,900 39,800 | 11,200 11,800 13,600 | 15.10 14.60 15.20 | 8.84 8.48 8.89 | 1,910.0 2,030.0 2,280.0 | 646.0 669.0 776.0 |
| 400×400 | 66,600 | 22,400 | 17.50 | 10.10 | 3,330.0 | 1,120.0 |
| Classification (Height × Flange width) | Standard cross-section dimensions（mm） | Cross-sectional area(cm3） | Unit mass (kg/m) | |||
|---|---|---|---|---|---|---|
| H×B | t1 | t2 | r | |||
| 200×150 | 194×150 | 6 | 9 | 8 | 38.11 | 29.9 |
| 250×175 | 244×175 | 7 | 11 | 13 | 55.49 | 43.6 |
| 300×200 | 294×200 | 8 | 12 | 13 | 71.05 | 55.8 |
| 350×250 | 340×250 | 9 | 14 | 13 | 99.53 | 78.1 |
| 400×300 | 390×300 | 10 | 16 | 13 | 133.30 | 105 |
| 450×300 | 440×300 | 11 | 18 | 13 | 153.90 | 121 |
| 500×300 | 482×300 488×300 | 11 | 15 | 13 | 141.2 159.2 | 111 125 |
| 600×300 | 582×300 588×300 594×302 | 12 | 17 | 13 | 169.20 187.20 217.10 | 133 147 170 |
| 700×300 | 692×300 700×300 | 13 | 20 | 18 | 207.50 231.50 | 163 182 |
| 800×300 | 792×300 800×300 | 14 | 22 | 18 | 239.50 263.50 | 188 207 |
| 900×300 | *890×299 900×300 *912×302 | 15 | 23 | 18 | 266.90 305.80 360.10 | 210 240 283 |
| Classification (Height × Flange width) | Reference | |||||
|---|---|---|---|---|---|---|
| Second moment of area(cm4) | Radius of gyration of area(cm) | Section modulus(cm3) | ||||
| lx | ly | ix | iy | zx | zy | |
| 200×150 | 2,630 | 507 | 8.30 | 3.65 | 271 | 67.6 |
| 250×175 | 6,040 | 984 | 10.40 | 4.21 | 495 | 112 |
| 300×200 | 11,100 | 1,600 | 12.50 | 4.75 | 756 | 160 |
| 350×250 | 21,200 | 3,650 | 14.60 | 6.05 | 1,250 | 292 |
| 400×300 | 37,900 | 7,200 | 16.90 | 7.35 | 1,940 | 480 |
| 450×300 | 54,700 | 8,110 | 18.90 | 7.26 | 2,490 | 540 |
| 500×300 | 58,300 68,900 | 6,760 8,110 | 20.30 20.80 | 6.92 7.14 | 2,420 2,820 | 450 540 |
| 600×300 | 98,900 114,000 134,000 | 7,660 9,010 10,600 | 24.20 24.70 24.80 | 6.73 6.94 6.98 | 3,400 3,890 4,500 | 511 601 700 |
| 700×300 | 168,000 197,000 | 9,020 10,800 | 28.50 29.20 | 6.59 6.83 | 4,870 5,640 | 601 721 |
| 800×300 | 248,000 286,000 | 9,920 11,700 | 32.20 33.00 | 6.44 6.67 | 6,270 7,160 | 661 781 |
| 900×300 | 339,000 404,000 491,000 | 10,300 12,600 15,700 | 35.60 36.40 36.90 | 6.20 6.43 6.59 | 7,610 8,990 10,800 | 687 842 1.040 |
| Classification (Height × Flange width) | Standard cross-section dimensions（mm） | Cross-sectional area(cm3） | Unit mass (kg/m) | |||
|---|---|---|---|---|---|---|
| H×B | t1 | t2 | r | |||
| 200×100 | *198×99 200×100 | 4.5 | 7 | 8 | 22.69 26.67 | 17.8 20.9 |
| 250×125 | 248×124 250×125 | 5 | 8 | 8 | 31.99 36.97 | 25.1 29.0 |
| 300×150 | 298×149 300×150 | 5.5 | 8 | 13 | 40.80 46.78 | 32.0 36.7 |
| 350×175 | 346×174 350×175 | 6 | 9 | 13 | 52.45 62.91 | 41.2 49.4 |
| 400×200 | 396×199 400×200 | 7 | 11 | 13 | 71.41 83.37 | 56.1 65.4 |
| 450×200 | 446×199 450×200 | 8 | 12 | 13 | 82.97 95.43 | 65.1 74.9 |
| 500×200 | 496×199 500×200 *506×201 | 9 | 14 | 13 | 99.29 112.30 129.30 | 77.9 88.2 102.0 |
| 600×200 | 596×199 600×200 *606×201 | 10 | 15 | 13 | 117.80 131.70 149.80 | 92.5 103.0 118.0 |
| Classification (Height × Flange width) | Reference | |||||
|---|---|---|---|---|---|---|
| Second moment of area(cm4) | Radius of gyration of area(cm) | Section modulus(cm3) | ||||
| lx | ly | ix | iy | zx | zy | |
| 200×100 | 1,540 1,810 | 113 134 | 8.25 8.23 | 2.24 2.24 | 156 181 | 22.9 26.7 |
| 250×125 | 3,450 3,960 | 255 294 | 10.40 10.40 | 2.82 2.82 | 278 317 | 41.1 47.0 |
| 300×150 | 6,320 7,210 | 442 508 | 12.40 12.40 | 3.29 3.29 | 424 481 | 59.3 67.7 |
| 350×175 | 11,000 13,500 | 791 984 | 14.50 14.60 | 3.88 3.96 | 638 771 | 91.0 112.0 |
| 400×200 | 19,800 23,500 | 1,450 1,740 | 16.60 16.80 | 4.50 4.56 | 999 1.170 | 145.0 174.0 |
| 450×200 | 28,100 32,900 | 1,580 1,870 | 18.40 18.60 | 4.36 4.43 | 1,260 1,460 | 159.0 187.0 |
| 500×200 | 40,800 46,800 55,500 | 1,840 2,140 2,580 | 20.30 20.40 20.70 | 4.31 4.36 4.46 | 1,650 1,870 2,190 | 185.0 214.0 256.0 |
| 600×200 | 66,600 75,600 88,300 | 1,980 2,270 2,720 | 23.80 24.00 24.30 | 4.10 4.16 4.26 | 2,240 2,520 2,910 | 199.0 227.0 270.0 |
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