Photovoltaic fixing components > Aluminium profiles

Table of aluminum profile loads

Profilo nervato FVT1001, profilo ribassato FVT1004, profilo semplice FVT1000 spessore 2,3 mm, profilo semplice FVT1010 spessore 1,6 mm, Profilo a base larga FVT1003, Profilo a base larga FVT1002.

Aluminium EN AW6060 Quenching T6

Specific weight	27	KN/m³
Longitudinal elasticity module	69000	N/mm²
Tangential elasticity module	26000	N/mm²
Linear thermal dilatation coefficient	2,3*10-5	1/°C
Resistance to the last limit fy	190	N/mm²
Resistance to the yield strength limit fy	-	N/mm²
Resistance to the yield limit f0,2	150	N/mm²

Table of the allowable loads (with Fmax <L/250)

Beam length L (mm)	Uniform load distribution (daN/m)	Load at the centerline (daN)
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
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)
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
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)
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
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)
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
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
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
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