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Version: 16

Structural modeling

From the beginning of Consteel’s development, user-friendly structure modeling has been at the forefront, allowing the engineer to build the structure from real structural elements. In the engineering model built by the engineer, the structure is made up of whole elements (beams with haunches, tapered beams or columns, tension braces, slabs, etc.), completely separate from the automatically generated finite element (calculation) model required for analysis and design. Accordingly, the engineer can focus on modeling the appropriate structure.

warning

When modeling, the different functions and options should be applied carefully and the limitations of the applied analysis model should be taken into account, because improperly used modeling options may result in incorrect analysis and design results.

All functionalities connecting with the structural modeling are placed on the Structural members tab. Due to the high importance and wide range of modeling possibilities the functions of the cross-sections and joints are collected in separate modules: Section and Joint.

📄️ Section administration

Sections must be loaded into the model database in order to use them in the model. This can be done in the Section administration dialogue. The Section dialogue can be opened by clicking the command on the Structural members tab. The dialogue can also be reached from the member creating dialogues (Beam and Column) with the command besides the section drop-down menu. In this dialogue window, you can see all the previously loaded sections and new sections can be loaded or created by clicking the appropriate buttons on the right.

📄️ Stiffener

The modeling of various web stiffeners is currently available for welded I- or H-type cross-sections. Other types of sections will be available later. The effect of the stiffeners is only taken into account during analysis and design if the finite element of the member is shell, where the stiffeners will be automatically included in the mesh during the finite element division. Analyzing with the normal 7DOF beam finite element, these objects are neglected. The only exception is, that the warping stiffness of the perpendicular stiffeners can be considered also in the beam representation of the member if requested.