Beam to column connection with endplate. Bolts may be placed inside and/or outside of the beam profile flanges.
S001 has several singular parameters related to column position stiffeners and beam position. There is a checkbox. If marked, four stiffeners will be taken into account and eventually created in Tekla.
Column position dropdown allows you to restrain the joint to be applied only to a beam-to-web or beam-to-flange connection. Calculations and Tekla results will be afected.
|Stiffeners||If checked, four stiffeners will be created||None||None|
|Column Position||Part of the column connected to the beam||Any position
Bolts at flange
Bolts at web or cut
Related Common Parameters:
- Common parameters: Forces
- Common parameters: Bolt Array
- Common parameters: Profile
- Common parameters: Plate and Profile Position
- Common parameters: Plate