Composite sections involve more than one shape, made up of more than one material. SkyCiv’s Section Builder can perform calculations for composite shapes that involve stacking one shape on top / to the side of another such as with laminate beams. The method of calculation is the Transformed Section Method. The advantage of using our calculator is that most textbooks will only show you how to perform the transformation calculation on a simple rectangle. SkyCiv’s Section Builder is able to perform the transformation calculation on non-rectangular sections such as I-shapes, T-shapes, L-shapes and so on.
Esempio: Concrete channel on top of steel I-Beam
In questo esempio, we’re going to create a composite section made up of a steel I-Beam and a concrete channel.
1) Make sure the ‘Clear Others’ checkbox is unticked while adding both sections.
3) Rotate the channel by -90 gradi. Click into the ‘Operations’ tab and enter in -90 for the rotate value.
4) Stack the channel on top of the I-beam. Do this by hovering over the coordinates as shown, and performing some simple math. Note that the channel’s bottom left coordinates are (-2.90, -2.90), and the I-beam’s top left coordinates are (0, 8.0). To move the channel’s coordinate to the same place as the I-beam’s coordinate, simply do a final – initial calculation. Cioè.
CON (orizzontale) Translation distance = 0 – (-2.90) = 2.90
E (verticale) Translation distance = 8.0 – 2.90 = 5.1
These are the values to translate the channel in the Z and Y axis directions respectively in the ‘Operations’ tab.
6) Select the channel and click the ‘General’ tab. In the ‘Material’ cadere in picchiata, select ‘Concrete’ from the list. Ancora, the material properties can be edited however for this example use the default concrete properties.
7) You’ve now successfully created a composite section. To calculate the section properties, click the ‘Calculate’ button on the top toolbar. If you see a pop up mentioning overlapping geometry, click ‘Solve Anyway’ as the geometries are just touching. Results will be presented for both the original section as well as the transformed section. An explanation of the results will be explored in the section on results.