- Anchorage plate to vertical surface
This connection is applicable to I-sections or rectangular hollow sections. A vertically-oriented anchorage plate is generated at the selected end.
- Moment connection with reduced beam section
Beam to column moment connection, both with I-sections. With this connection, users can define trims in the flanges of the beam. Flanges are welded with single bevel butt welds, to do so, holes are also generated in the web of the beam, so they can be accessed more easily to perform the welds. The web can be connected using welds or bolted using a lateral plate.
- Moment connection with double T-stub
Beam to column moment connection, both with I-sections. The flanges of the beam are connected to the column using bolted rolled steel T-stubs. The web of the beam is connected using a bolted lateral plate.
- Diagonal connected to the main section, with end plate
This connection can be applied to a main bar consisting of an I-section, basic U-section, rectangular hollow section, or a diagonal bar consisting of an I-section, rectangular hollow section or circular hollow section.
- Beam connected to the web stiffener of the main section
This connection can be applied to a main I-section beam or secondary I-section beam. The secondary beam does not have to reach the main beam perpendicularly. Users can also add a stiffener on the opposite side.
- Beam connected with angle flange cleats to the web of the main beam
This connection can be applied to a main beam or secondary beam with I-sections or U-sections. The secondary beam must be perpendicular to the main beam since the connection is carried out using angle flange cleats with a length that is defined by users.
