First, we will try to explain the procedure when a complex connection needs to be designed manually. We will use as an example the joint N that is shown in the picture on the right, which is a multiplanar joint. In order to perform a proper calculation by using the component method, we need to recognize the relevant configuration in Figure 7.1 of the Eurocode (click the picture below)
From the geometry of the connection we can see that along the longitudinal direction marked with the light blue rectangle there is no problem. It can be clearly classified as an N joint. The problems start at the skewed plane! So, eventually we have two coexisting “N” joints with a “Y” joint.
Along this direction, the problem can be easily visualized by using the realistic 3D view screenshot taken from the final IDEA Connection model (see below). For this particular configuration there is no clear guidance in the code and/or the limits required by the relevant paragraphs for overlaps etc are not necessary kept. In this case, you either need some expert advice and proper engineering judgement if you were to use the component method. Moreover, since the screenshots are taken from the finalized connection we can see that various reinforcing gussets were used in order to reinforce the connection and reach the required resistance. The existence of these gussets alone, makes the connection undesignable with the application of the component method.
These limitations of the component method do not apply to CBFEM and IDEA Connection, simply because the joint is modeled exactly as it is in reality and is analyzed as a unified element in all directions, with Finite elements. So, after all the forces have been applied, the model can be solved, all the internal forces that interact in our model are calculated, and we immediately can get a quick overview of all the Eurocode checks that shows a safe design.
What’s also important compared to the component method is that this workflow is common among all connection types. So, if for example the rectangular sections for some reason were changed to circular or I type section, no special consideration has to be taken into account. This is not the case with the component method which has special rules for each kind of cross section.
We could safely say that when it comes to steel connection design, structural engineers follow a certain procedure that seems to be common practice in the UK. In order to design the connections, the engineers responsible for the basic design of the structure provide markups like the one in the picture on the right. In order to have human readable information, connections are grouped. Then, for each group an envelope of acting forces is created. This procedure provides an overstrength to the connection that leads to a safe design, but also makes the information flow easier between the two parties. The problem with this approach is that the required overstrength (at least in this particular case) is so big that without the provided reinforcing gussets the welded members would be unable to resist the provided forces.
This means that the connection designer is sometimes in front of a dead end, because changing the size of the member is not an acceptable practice and if it happens it must be properly justified. In this particular case, IDEA Connection, was our client’s only way to achieve the required design without using complex FEM analysis and the pitfalls that follow its application.
This common practice that was described previously, was also used initially in this particular project. As a consequence, the envelope design forces that were provided by the original consulting engineers, resulted in a very uneconomical design for the trusses’ primary joints. As you can see in the picture below, the preliminary/feasibility design yielded a very heavy connection for a joint with 8 members, which is located in middle of the span.
After intermediate communication with the main consulting engineers, forces have been amended to produce more realistic combinations and feasible designs. These forces have been used in IDEA Connection, and then a more economical design has been achieved, with less additional plates used. The outcome of this new approach and communication between the two parties is illustrated below:
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