When I was asked to write a blog article about the splice connection I thought “great”. It was one of the very first connections I designed way back when I was at university.
Much has changed since then (including the use of computers).
A splice is something that joins one item to another. We see this every day but probably don’t realize: how long can a cable or drain or a brake line on a train be? All things have a finite length or weight. Sometimes there is an imposed limit on how long or heavy something can be. A splice is a way of increasing that length or weight.
In steelwork that takes the form of increasing the length of a column or a beam or even a truss. As we introduce these splice joints, we can utilize greater efficiency in design by increasing the size of a column as we go down or by splitting a long beam into smaller ones to allow for easier installation. Understanding the constraints and forces involved is one thing being able to apply them correctly is another. This is where IDEA StatiCa can greatly help with the workflow by examining the various conditions and load cases to make sure the joint is both safe and efficient.
Splice joint
When we think about a splice joint we generally gravitate towards a column splice. This example highlights the interaction between construction, analysis and documentation, which is often put to one side or considered as an afterthought. When we start to think about positioning these joints it is usually after the initial modeling and global analysis. Herein lies a possible problem: should these joints be modeled in the correct locations from the start and with the correct parameters?
If we assume we have a multi-story steel frame then there is a finite length we can obtain columns and these are usually split after two (and a bit) stories. Then the lift above will generally have a smaller column section. On a set of floor plans we will see the change in column section. If the same model is used (or even re-created) for analysis and design then the change in column will probably be coincident with the floor beams. The splice cannot be positioned at the same location as the floor beams but at a designated offset – this reflects how the building is being constructed.
This begs the question what is happening to the forces at this offset? How do they compare with the assumed location? What are the requirements of the connection? All this is before we are looking at the of the splice which many forget about: flange packers (1), web packers (2), grinding flush to achieve (near) perfect contact or top plates (3).
