1 New project
Start with launching the IDEA StatiCa Connection. Create a new project by selecting the template closest to the required design, fill the name and the description of the project. After choosing the required properties, confirm by Create project.
Since you work under the AISC code, set the imperial units (see How to change the system of units).
Two beams were automatically added. Change the cross-section of member B1 to a welded “I section” and define the cross-section dimensions (height, flange thickness and width, and thickness of the web).
Then for member B2, set the same cross-section from the drop-down menu.
3 Load effects
Continue with the Load effects. One load effect was automatically added. Input the values of internal forces into the chart. More load cases can be added.
5 Calculation and Check
Start the analysis by clicking Calculate in the ribbon. The analysis model is automatically generated, the calculation based on CBFEM is performed, and we can see the Overall check displayed together with basic values of check results.
Go to the display tab Check, and there activate Strain check, Bolt forces, Mesh and Deformed from the ribbon to get a full picture of what is happening in the joint. Open the tab Bolts to see that there are some unused bolts.
You can look at the bolt code-check equations in the expanded menu.
IDEA StatiCa Connection provides an easy way of joint design optimization. It was pointed out that the usage of some bolts is almost zero. You can remove them and make the design more economical.
Right-click on the connecting plate and select Editor. Click Explode and select and remove bolts 5, 7, 9, 11, 17, 19, 21 and 23 by clicking Delete.
Then, run the Calculation again and check the updated results. The new design passes all the checks, and we saved 1/3 of the originally designed bolts.
At last, go to the tab Report. IDEA StatiCa offers a fully customizable report to print out or save in an editable format.
You have designed, optimized, and code-checked a structural steel joint according to AISC.