Aluminium EN AW6060 Quenching T6
Specific weight | 27 | KN/m³ |
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Longitudinal elasticity module | 69000 | N/mm² |
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Tangential elasticity module | 26000 | N/mm² |
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Linear thermal dilatation coefficient | 2,3*10-5 | 1/°C |
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Resistance to the last limit fy | 190 | N/mm² |
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Resistance to the yield strength limit fy | - | N/mm² |
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Resistance to the yield limit f0,2 | 150 | N/mm² |
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Table of the allowable loads (with Fmax <L/250)
Beam length L (mm) | Uniform load distribution (daN/m) | Load at the centerline (daN) |
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500 | 1210 | 362 |
750 | 358 | 168 |
1000 | 151 | 94 |
1250 | 77 | 60 |
1500 | 45 | 42 |
1750 | 28 | 31 |
2000 | 19 | 24 |
Lowered profile FVT1004
Mechanical features |
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Section area | A | 198,27 | mm² |
Linear meter weight | pp | 0,54 | daN/m |
Moment of inertia X | Jx | 25762,76 | mm4 |
Moment of inertia Y | Jy | 50935,04 | mm4 |
Resistant moment X | Wx | 1551,55 | mm³ |
Resistant moment Y | Wy | 2546,75 | mm³ |
Inertia ray X | ix | 11,40 | mm |
Inertia ray Y | iy | 16,03 | mm |
Table of the allowable loads (with Fmax <L/250)
Beam length L (mm) | Uniform load distribution (daN/m) | Load at the centerline (daN) |
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125 | - | 744,75 |
200 | - | 465,47 |
250 | - | 372,37 |
333 | - | 279,56 |
400 | - | 213,32 |
450 | - | 168,55 |
500 | - | 136,5 |
Simple profile FVTXXXX thickness 2,3 mm
Mechanical features |
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Section area | A | 418 | mm² |
Linear meter weight | pp | 1,128 | daN/m |
Moment of inertia X | Jx | 82844 | mm4 |
Moment of inertia Y | Jy | 101229 | mm4 |
Resistant moment X | Wx | 3531 | mm³ |
Resistant moment Y | Wy | 4938 | mm³ |
Inertia ray X | ix | 14,08 | mm |
Inertia ray Y | iy | 15,56 | mm |
Table of the allowable loads (with Fmax <L/250)
Beam length L (mm) | Uniform load distribution (daN/m) | Load at the centerline (daN) |
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500 | 1300 | 325 |
750 | 410 | 190 |
1000 | 175 | 109 |
1250 | 89 | 70 |
1500 | 52 | 48 |
1750 | 32 | 35 |
2000 | 21 | 27 |
Simple profile FVT1023 thickness 1,6 mm
Mechanical features |
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Section area | A | 293,4 | mm² |
Linear meter weight | pp | 0,79 | daN/m |
Moment of inertia X | Jx | 60429 | mm4 |
Moment of inertia Y | Jy | 71873 | mm4 |
Resistant moment X | Wx | 2542 | mm³ |
Resistant moment Y | Wy | 3506 | mm³ |
Inertia ray X | ix | 14,4 | mm |
Inertia ray Y | iy | 15,7 | mm |
Table of the allowable loads (with Fmax <L/250)
Beam length L (mm) | Uniform load distribution (daN/m) | Load at the centerline (daN) |
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500 | 934 | 305 |
750 | 303 | 142 |
1000 | 128 | 80 |
1250 | 65 | 51 |
1500 | 37 | 36 |
1750 | 23 | 26 |
2000 | 16 | 20 |
Angular profile 60x40x4 FVT 1011
Mechanical features |
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Section area | A | 384 | mm² |
Linear meter weight | pp | 1,04 | daN/m |
Moment of inertia X | Jx | 142752 | mm4 |
Moment of inertia Y | Jy | 51872 | mm4 |
Resistant moment X | Wx | 3524,74 | mm³ |
Resistant moment Y | Wy | 1280,79 | mm³ |
Inertia ray X | ix | 19,28 | mm |
Inertia ray Y | iy | 11,62 | mm |
Plate 30x5
Mechanical features |
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Section area | A | 150 | mm² |
Linear meter weight | pp | 0,41 | daN/m |
Moment of inertia X | Jx | 11250 | mm4 |
Moment of inertia Y | Jy | 312,50 | mm4 |
Resistant moment X | Wx | 750 | mm³ |
Resistant moment Y | Wy | 20,83 | mm³ |
Inertia ray X | ix | 8,66 | mm |
Inertia ray Y | iy | 1,44 | mm |
Profile with large base FVT1016
Mechanical features |
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Section area | A | 276,92 | mm² |
Linear meter weight | pp | 0,76 | daN/m |
Moment of inertia X | Jx | 32743,51 | mm4 |
Moment of inertia Y | Jy | 122046,31 | mm4 |
Resistant moment X | Wx | 1567,44 | mm³ |
Resistant moment Y | Wy | 3051,16 | mm³ |
Inertia ray X | ix | 10,87 | mm |
Inertia ray Y | iy | 20,99 | mm |
Table of the allowable loads (with Fmax <L/250)
Beam length L (mm) | Uniform load distribution (daN/m) | Load at the centerline (daN) |
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125 | - | 616,91 |
200 | - | 385,57 |
250 | - | 308,45 |
333 | - | 231,57 |
400 | - | 165,18 |
450 | - | 130,51 |
500 | - | 105,72 |