Structural Sections Ipe Beam Price
I-beams (or I-sections) produce name states in large “I” form. yet the core of the known I-beam as a net provides resistance to shear forces. The web consists of flanges, tapered or latitude flanges on both sides and at both ends of the web at an identical, external I-beam. Flanges provide resistance to bending moments.
In the construction industry, I beams are used as cross-sections using strength to beams. They include ceilings and / or floors separately, providing support to beams. They work extensively in the building industry to support structures. If i-beams are able to withstand bending, you must displace torque forces under the axis or length of the beam as they are not torsion resistant.
I-beams Can be used separately on trailer wheels and lift support screen and as pallets for trailers and load mats.
The size of the I-beams is related to the weight that must be supported and is for application and varies from structure to structure.
Beam Explanation:
Hope this helps:
The acronym IPE indicates: I = I-section beam, P = parallel flanges, E = European (UNI 5398).
The acronym IPE-A indicates light IPE.
The acronym HE indicates: H = H-section beam, E = European.
The letters A, B, M distinguish the various series of the same nominal size, with A indicating the light series, B the normal series and M the reinforced (UNI 5397).
The acronym HEA-A indicates light HEA.
The acronym UPN indicates: U = U-section beam U, PN = normal section (UNI 5680-73).
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Designation h*b*m |
m | h | b | tw | tf | r1 | hw | A | About x-x |
kg/m | mm | mm | mm | mm | mm | mm | 10³mm² | I 10^6mm^4 |
|
IPE sections |
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IPEAA 100 | 6.72 | 97.6 | 55 | 3.6 | 4.5 | 7 | 74.6 | 0.856 | 1.36 |
IPE 100 | 8.10 | 100 | 55 | 4.1 | 5.7 | 7 | 74.6 | 1.03 | 1.71 |
IPEAA 120 | 8.36 | 117 | 64 | 3.8 | 4.8 | 7 | 93.4 | 1.06 | 2.44 |
IPE 120 | 10.4 | 120 | 64 | 4.4 | 6.3 | 7 | 93.4 | 1.32 | 3.18 |
IPEAA 140 | 10.1 | 136.6 | 73 | 3.8 | 5.2 | 7 | 112 | 1.28 | 4.07 |
IPE 140 | 12.9 | 140 | 73 | 4.7 | 6.9 | 7 | 112 | 1.64 | 5.41 |
IPEAA 160 | 12.3 | 156.4 | 82 | 4 | 5.6 | 9 | 127 | 1.57 | 6.59 |
IPE 160 | 15.8 | 160 | 82 | 5 | 7.4 | 9 | 127 | 2.01 | 8.69 |
IPEAA 180 | 14.9 | 176.4 | 91 | 4.3 | 6.2 | 9 | 146 | 1.90 | 10.2 |
IPE 180 | 18.8 | 180 | 91 | 5.3 | 8 | 9 | 146 | 2.39 | 13.2 |
IPEAA 200 | 18.0 | 196.4 | 100 | 4.5 | 6.7 | 12 | 159 | 2.29 | 15.3 |
IPE 200 | 22.4 | 200 | 100 | 5.6 | 8.5 | 12 | 159 | 2.85 | 19.4 |
Universal beams |
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203x113x25 | 25.1 | 203.2 | 133.2 | 5.7 | 7.8 | 7.6 | 172 | 3.22 | 23.5 |
30 | 30.0 | 206.8 | 133.9 | 6.4 | 9.6 | 7.6 | 172 | 3.80 | 28.9 |
254x146x31 | 31.1 | 251.4 | 146.1 | 6.0 | 8.6 | 7.6 | 219 | 3.99 | 44.3 |
37 | 37.0 | 256 | 146.4 | 6.3 | 10.9 | 7.6 | 219 | 4.74 | 55.5 |
43 | 43.0 | 259.6 | 147.3 | 7.2 | 12.7 | 7.6 | 219 | 5.50 | 65.5 |
305x102x25 | 24.8 | 305.1 | 101.6 | 5.8 | 6.7 | 7.6 | 276 | 3.12 | 43.6 |
28 | 28.2 | 308.9 | 101.9 | 6.1 | 8.9 | 7.6 | 276 | 3.64 | 54.4 |
33 | 32.8 | 312.7 | 102.4 | 6.6 | 10.8 | 7.6 | 276 | 4.18 | 65.0 |
305x165x40 | 40.3 | 303.8 | 165.1 | 6.1 | 10.2 | 8.9 | 266 | 5.16 | 85.5 |
46 | 46.1 | 307.1 | 165.7 | 6.7 | 11.8 | 8.9 | 266 | 5.88 | 99.3 |
54 | 54.0 | 310.9 | 166.8 | 7.7 | 13.7 | 8.9 | 266 | 6.82 | 117 |
356x171x45 | 45.0 | 352.0 | 171.0 | 6.9 | 9.7 | 10.2 | 312 | 5.70 | 121 |
51 | 51.0 | 355.6 | 171.5 | 7.3 | 11.5 | 10.2 | 312 | 6.46 | 142 |
57 | 57.0 | 358.6 | 172.1 | 8.0 | 13.0 | 10.2 | 312 | 7.22 | 161 |
67 | 67.1 | 364.0 | 173.2 | 9.1 | 15.7 | 10.2 | 312 | 8.55 | 195 |
406x140x39 | 39.0 | 397.3 | 141.8 | 6.3 | 8.6 | 10.2 | 360 | 4.92 | 124 |
46 | 46.0 | 402.3 | 142.4 | 6.9 | 11.2 | 10.2 | 359 | 5.90 | 157 |
406x178x54 | 54.1 | 402.6 | 177.6 | 7.6 | 10.9 | 10.2 | 360 | 6.86 | 187 |
60 | 60.1 | 406.4 | 177.8 | 7.8 | 12.8 | 10.2 | 360 | 7.61 | 215 |
67 | 67.1 | 409.4 | 178.8 | 8.8 | 14.3 | 10.2 | 360 | 8.55 | 243 |
74 | 74.2 | 412.8 | 179.7 | 9.7 | 16.0 | 10.2 | 360 | 9.53 | 274 |
457x191x67 | 67.1 | 453.6 | 189.9 | 8.5 | 12.7 | 10.2 | 408 | 8.55 | 294 |
74 | 74.3 | 457.2 | 190.5 | 9.1 | 14.5 | 10.2 | 408 | 9.51 | 334 |
82 | 82.0 | 460.2 | 191.3 | 9.9 | 16.0 | 10.2 | 408 | 10.5 | 371 |
89 | 89.3 | 463.6 | 192.0 | 10.6 | 17.7 | 10.2 | 408 | 11.4 | 411 |
98 | 98.3 | 467.6 | 192.8 | 11.4 | 19.6 | 10.2 | 408 | 12.5 | 458 |
533x210x82 | 82.2 | 528.3 | 208.7 | 9.6 | 13.2 | 12.7 | 476 | 10.5 | 475 |
92 | 92.1 | 533.1 | 209.3 | 10.2 | 15.6 | 12.7 | 476 | 11.8 | 553 |
101 | 101 | 536.7 | 210.1 | 10.9 | 17.4 | 12.7 | 476 | 12.9 | 616 |
109 | 109 | 539.5 | 210.7 | 11.6 | 18.8 | 12.7 | 476 | 13.9 | 668 |
122 | 122 | 544.6 | 211.9 | 12.8 | 21.3 | 12.7 | 477 | 15.6 | 762 |
Beams means:
- Parallel flange I sections IPE;
- Wide flange beams HE;
- Extra wide flange beams HL and HLZ;
- Wide flange columns HD;
- Wide flange bearing piles HP and UBP;
- Universal beams UB;
- Universal columns UC;
- Taper flange I sections IPN and J.
New Dimensions for the Beams
In the EN 10365 the size range of the product series of I- and H-beams gets wider as follows:
- IPE beams: to this family some lighter versions are add (IPE-A and -AA). In addition also heavier IPE-O and IPE-V variants enlarge the range, as well as four greater size IPE 750 profiles. Just to mention, there are already produces on the market, able to produce even super-light versions of the IPEs, identifies with the suffix –AAA and –AAAA.
- HE wide flange beams: also this range is extended. Besides the beams already existing from the DIN, the HEB, HEA and HEM, the EN 10365 comes with the following new dimensions and designations