#KISS METHOD SOFTWARE#

#KISS METHOD SOFTWARE#

In software development, the “Don’t repeat yourself” principle means you should avoid the duplication of code in your application. NET 7 console application project to work with code examples of the DRY, YAGNI, and KISS principles in the subsequent sections of this article. In the “Additional information” window, choose “.NET 7.0 (Standard Term Support)” as the framework version you would like to use.In the “Configure your new project” window shown next, specify the name and location for the new project.In the “Create new project” window, select “Console App (.NET Core)” from the list of templates displayed.Assuming Visual Studio 2022 is installed in your system, follow the steps outlined below to create a new. NET Core console application project in Visual Studio.

The first one is going to be more conservative, but I tend to think that the 2nd one is closer to what I've seen before.Create a console application project in Visual Studioįirst off, let’s create a. I don't see a reference for exactly how this should be done. I just look at the nominal moment capacity as the moment that will cause yield (or rupture) in the extreme fiber of the weld is that were the only force applied to the weld.Į) Lastly, you might want to do some kind of code check that checks the connection for Shear + Moment interaction. This is V*(dc/2) for the vertical force in the column to gusset weld, and H*(db/2) for the horizontal force in the beam to gusset connection.ĭ)Then you just need to determine the capacity of the weld to resist that moment. Per your image, it is equal to the shear force in that connection time the eccentricity between the working point of the connection and the location of the connection. And, this demand vs capacity is checked with a pure shear check on the beam to gusset weld (or bolts).Ĭ) However, there is moment in each of these that needs to also be checked. Similarly, there is ZERO axial force in this connection. This is checked with a pure shear check on the column to gusset weld (or bolts).ī) The horizontal portions of the brace force goes entirely into the beam to gusset connection. But, there is ZERO axial force in the column to gusset connection. RE: KISS Method for Gusset Plate Samm圓45 (Structural)Ī) The vertical portion of the brace force goes completely into the column to gusset connection. It's the opposite of the mechanism method that is used in yield line analysis.

If you can find an older textbook that includes plastic analysis or plastic design, look for the 'statical method.' It's the same thing.

In other words, you're either conservative or correct. In a nutshell, if you can identify a statically admissible set of forces, the brace force that causes these is the ultimate strength, which we'll call Rn for this subject, or an underestimate. The KISS Method, like all of the common methods for assigning these forces, is based on the lower bound theorem of plastic analysis, which is also described at the start of Chapter 4. Design Guide 29 has many examples of the UFM. When you get the forces between the gusset and beam and column, the limit state checks are the same as when you're using the Uniform Force Method. I am not aware of any example problems for this, but the distribution is so simple that the explanation in Section 4.1 is probably sufficient.

The AISC Design Guide 29, Section 4.1 describes the KISS Method.

Kiss method