Precision Profile 120x120 bridge, natural
SP6781N
Length n/a SP6781N
Application
Precision profiles for Measurement, Calibration and Production.
Order-No.-Ending:
1N = variable cut of profile,
3N = cut of profile in the particular raster with the head-on profilemachining and various number of drillings,
3K = cut of profile in the particular raster with the head-on profilemachining and complete number of drillings in the particular raster.
Technical design and prices on request.
Order-No.-Ending:
1N = variable cut of profile,
3N = cut of profile in the particular raster with the head-on profilemachining and various number of drillings,
3K = cut of profile in the particular raster with the head-on profilemachining and complete number of drillings in the particular raster.
Technical design and prices on request.
Scope of delivery
The delivery is made as a cut profile (without corrugations). 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.
The matching shafts and their machining can be found under item numbers SL0184G or SL0185G.
| Width | 120mm |
| Height | 120mm |
| Weight | 17.1kg |
| Area | 63.480cm2 |
| Ix | 893.150cm4 |
| Iy | 893.150cm4 |
| Wx | 148.860cm3 |
| Wy | 148.860cm3 |
| eClass Id | 35070290 |
| Customs tariff number | 76042990 |
| N | |
| mm | |
| Gravity g = | 9.81 m/s2 |
| Modulus of elasticity E = | 70 kN/mm2 |
| Ix = | 893.150 cm4 |
| Iy = | 893.150 cm4 |
| m/Meter = | 17.140 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 |