CYPE Mentor

Update history​​

StruBIM Steel

As of the 2021.e version, it is possible to export the model in STEP format. The options to export the complete structure (Structure) or specific assemblies (Assemblies) have been implemented in the dialogue where users can select to export the model to the BIMserver.center platform. This export section also includes the option to export in DSTV format.

Using the STEP format (ISO 10303), users can exchange data between design and manufacturing systems (CAD, CAM, CAE).

The following types of connections have been implemented:

  • Baseplate with bolted diagonal

This connection allows for the main section to be a rolled or built-up rolled I type, and for a circular hollow section or rectangular tube. The diagonal that is bolted to the haunch can be an angle, U or plate type.

  • Beam-to-column joint with built-up variable sections

This connection allows for the column to be a rolled double I or built-up double I with constant depth, or built-up double I with variable depth, the beam must be a built-up double I reinforced with variable depth. The beam is connected by an end plate bolted to the top of the column.

  • Column-to-beam joint, at the column web with plates bolted to the web and flanges

This connection is applicable to rolled double I-type sections. The beam is connected to the column by an end plate bolted to the column flange or web. The diagonal is joined to the haunch with angles bolted to the flanges and cover plates to the web.

  • Connection between column, beam and diagonal

This connection is applicable to rolled double-I type sections. The beam is connected to the column by an end plate bolted to the column flange or web. The diagonal is joined to the haunch by angles bolted to the flanges and a cover plate bolted to the web.

  • Circular tube splice connections

This connection allows two aligned tubes, of the same or different diameters, to be bolted together using a circular end plate.

  • Baseplate for circular tubes

This baseplate is applicable to circular tubes, the anchor plate is circular, with a radial distribution of stiffeners and bolts.

A new tool has been implemented to number the elements. Users can choose the prefix and initial number, as well as the option to assign a colour to each element automatically.

Identical elements will have the same assigned reference.

The elements that are generated by the connections can now be grouped in parts that are manufactured in the workshop, depending on the position of the execution of the welds.

The welds can be executed on site or in the workshop. Elements that are connected with a workshop weld will form a single element.

For each connection that is available in the program, users can select the place of execution, where the default option is the workshop.

Various connections have been adapted to reinforced sections with variable depth. The adapted connections are:

  • 001 - Pin connection
  • 002 - Anchorage plate
  • 006 – Splice connection using an end plate

The following types of connections have been implemented:

  • Rectangular tube to stiffener connection

Bolted connection between a rectangular tube and the I-section web stiffener. A cutting angle at the end of the tube is defined to be able to place the bolts inside the tube.

  • Column to beam moment connection with plates bolted to the web and flanges

This connection joins I-section columns and beams. It is a moment connection in which the flanges and web of the beam are bolted to plates that are welded to the column. The plates of the flanges are joined to the column using butt welds. The web plate can be connected to the column with fillet or butt welds.

  • Column to beam moment connection with bolted side plate and welded to the beam

This connection joins I-section columns and beams. It is a moment connection in which the flanges of the beam are joined to the flange of the column using butt welds. The web of the beam is connected to the column using a side plate that is welded and bolted to the web of the beam.

The connection selection dialogue box has been improved, where the available connections have been grouped into various categories. The different types of connections are now shown with an image.

  • 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.

The following joints: "Moment connection to the flange of the main section" and "Moment connection to the web of the main section" have been improved. As of the 2021.b version, the webs can be displaced and the beams can reach the column obliquely in the horizontal plane.

The "Coordinates" section has been added in the edit sections dialogue box where users can consult and edit the coordinates of the initial and end points of the sections.

A glTF that contains the elements that make up the structure can now be exported.

As of the 2021.b version, several program instances can be opened simultaneously.