This formula solves the top-bottom problem for front plates with different projection lengths in ridge joints.
Syntax: webdirection_inside(profile_01,profile_02)
| Type of variable | Description | |
|---|---|---|
|
1st parameter |
profile |
1st beam (to which the front plate in question attaches) |
|
2nd parameter |
profile |
2nd beam (reference profile from which a meaning for top/bottom results) |
|
Return value |
Real |
0: do not rotate local y-axis 1: rotate local y-axis |
Front plates on profile_01: turn_upside_down : webdirection_inside(profile_01,profile_02)
Front plate feature on profile_02: turn_upside_down : webdirection_inside(profile_02,profile_01)
|
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