Frame Profile 40, natural
SP7301N
Cut to length max. 6000 mm SP7301N
Note: Discontinued item - only while stocks last.
Application
Holds sheet elements simply. Used in the construction of protective cladding, sliding or swing doors etc. When clamped the sheet elements become tensioned to give the frame considerable strength.
Scope of delivery
The delivery takes place as a cut-to-size profile. When ordering, please state the desired length in mm. Please note that most profiles cannot be supplied over a length of 6 meters.
If a larger dimension is required, please contact our sales department.
Width | 40mm |
Height | 40mm |
Weight | 2.0kg |
Area | 7.470cm2 |
Ix | 10.190cm4 |
Iy | 12.030cm4 |
Wx | 4.790cm3 |
Wy | 5.410cm3 |
eClass Id | 35070290 |
Customs tariff number | 76042990 |
N | |
mm | |
Gravity g = | 9.81 m/s2 |
Modulus of elasticity E = | 70 kN/mm2 |
Ix = | 10.190 cm4 |
Iy = | 12.030 cm4 |
m/Meter = | 2.018 kg |
f = | x mm |
f1: | Bending with self-weight |
f2: | Bending through influencing force [N] |
f3: | Resulting deflection |
On two stilts, distributed load

f1 | f2 | f3 | |
---|---|---|---|
about the x-axis | 0 | 0 | 0 |
about the y-axis | 0 | 0 | 0 |
f = | 5 • F • l3 |
384 • E • I |
Fixed one-sided, pointloading

f1 | f2 | f3 | |
---|---|---|---|
about the x-axis | 0 | 0 | 0 |
about the y-axis | 0 | 0 | 0 |
f = | F • l3 |
3 • E • I |
On two stilts, pointloading

f1 | f2 | f3 | |
---|---|---|---|
about the x-axis | 0 | 0 | 0 |
about the y-axis | 0 | 0 | 0 |
f = | F • l3 |
48 • E • I |
Fixed two-sided, pointloading

f1 | f2 | f3 | |
---|---|---|---|
about the x-axis | 0 | 0 | 0 |
about the y-axis | 0 | 0 | 0 |
f = | F • l3 |
192 • E • I |