Cross sections for structural beams vary depending on the specific application, design requirements, and the material used. User can select standard cross-sectional profiles and assign it to members.

Fig. 1 – Standard Cross Section Definition Dialog
IMDAS has a library of cross sectional profiles :
The selection of a specific cross-section depends on factors such as load requirements, structural design, material availability, and construction standards.
From the Geometry tab on the top ribbon, select the Section option. This opens the Section Property Assignment dialog box, allowing you to define or assign cross-section properties to members.
In the left panel, expand the IS Indian → ISMB (I-Sections) list. These are predefined I-beam profiles conforming to IS 808 standards.
Choose ISMB 100 from the list. The properties panel displays details such as:
IMDAS automatically loads the geometric and sectional properties from the section database, such as:
In the Section Orientation area, choose the correct axis alignment. Option 1 (as shown in the image) sets the local Y-axis vertically, which is typical for columns and beams.
Once all parameters are reviewed, click Add to add the selected section to your model then click Close to finish.
IMDAS allows users to define custom cross-sections for structural members, enabling flexibility in design. Users can choose from predefined section types such as Rectangle, Circular Pipe, Built-Up Box, Cold-Formed Channel, and more, or create fully custom sections tailored to specific engineering needs.
Fig. 2 – Custom Cross Section Definition Dialog
From the Frame Designer tab, click on the Section icon and choose Define Custom Section as highlighted in the image. This opens a dialog that allows you to create new section shapes not found in the standard database.
Use the dropdown menu to choose the desired section shape. Available options include:
The example image shows a Rectangular section type selected.
Specify the section’s geometric dimensions — such as B (width) and D (depth) — in meters. The section diagram on the right updates automatically to reflect these values.
Once dimensions are entered, the program calculates the sectional properties like area, moment of inertia, and section modulus, and displays them in the Property Table.
After reviewing, click Apply to preview the section, or Add to permanently include it in your section library for use in the model.
Click Close to exit the dialog. You can now assign this custom section to any beam or column members in your model.
In IMDAS Frame Designer, material properties define the mechanical characteristics of structural members such as
stiffness, strength, and density.
You can select from predefined materials
or define a custom material based on your design requirements.

Fig. 3 – Material Property Definition Dialog
From the Geometry tab, click on the Material icon highlighted in red in the image above. This opens the Material Properties dialog box where you can select required materials.
The left panel lists predefined material libraries:
Under the Indian standard, grades like E165, E250, E300, E350, E410, and E450 are available.
Select E 250 (1) from the list. The corresponding material properties will automatically appear in the table on the right.
The software loads default values as per IS 2062:
| Property | Symbol | Value |
|---|---|---|
| Density | ρ | 7850 kg/m³ |
| Ultimate Tensile Strength | UTS | 4.1 × 10⁸ Pa |
| Yield Stress | YLD | 2.5 × 10⁸ Pa |
| Elastic Modulus | E | 2.0 × 10¹¹ Pa |
| Poisson’s Ratio | ν | 0.3 |
Click Add Material to include it in your project library.
Once defined, assign the material to specific members in your model when creating new members or update material using the Property grid options before performing analysis.
Use custom material dialog box to enter the properties and add it to the project tree.
Fig. 4 – Custom Material Property Definition Dialog
Video Tutorial – Create Member Cross Sections in IMDAS