Description
Technical Data
Type | Height H [mm] |
Length L [mm] |
Width B [mm] |
Angle α | Dimensions of base plate [mm] |
---|---|---|---|---|---|
GE F 100 – 80 | 140 | 100 | 100 | 25° – 155° | – |
GE F 100 – 80 q | 140 | 100 | 80 | 25° – 155° | 210 x 100 x 8 |
GE F 100 – 100 | 180 | 100 | 100 | 25° – 155° | – |
GE F 100 – 100 q | 180 | 100 | 100 | 25° – 155° | 210 x 100 x 8 |
Cutting length c of support profile between two joints:
b [mm] 1000 |
b [mm] 1500 |
b [mm] 2000 |
b [mm] 2500 |
||
α | a [mm] | c [mm] | c [mm] | c [mm] | c [mm] |
25° | 2095 | 2155 | 3340 | 4525 | 5710 |
30° | 1701 | 1810 | 2810 | 3810 | 4810 |
35° | 1410 | 1565 | 2435 | 3305 | 4180 |
40° | 1184 | 1380 | 2160 | 2940 | 3720 |
45° | 1000 | 1245 | 1955 | 2660 | 3370 |
50° | 846 | 1145 | 1800 | 2450 | 3100 |
55° | 713 | 1060 | 1670 | 2285 | 2895 |
60° | 596 | 1000 | 1580 | 2155 | 2730 |
65° | 489 | 950 | 1500 | 2055 | 2605 |
a = | vertical length from centerline of joint to bottom of profile at connection |
b = | horizontal length of cantilever from connection to centerline of joint |
c = | cutting length of support profile between two joints |
α = | angle at the opposite of the vertical bracing |
Material: | Steel, HCP |