FLOATING COLUMNS

Updated: Apr 25


ETABS Analysis Model
ETABS MODEL WITH A FLOATING COLUMN

Many young civil engineering students pose me this question '' what is a floating column'' during structural design seminars and etabs training or staad pro training. I thought I will write a very quick article on this subject. I will also discuss some generic points about floating columns and columns in general in this article.


What is a column?

Of course a column is a vertical compressive member that transfers the load from the beams to the footings.Some times there might be tensional forces in a vertical member fully or partially especially when it is a long shear wall.Some times there will be suspenders to hang a wall or a stair in duplex homes which will be having only tensional forces in it.


Where do you need them

It needs a lot of carefull consideration. Depends on the loads,spans,architectural requirement and on the seismic demand and so on. I have other articles specifically written for this. The only point to make here is that, it is decided based on careful analysis which some times requires iterations depending on the size and complication of the project.The orientation of column also plays a huge role in deciding the total stiffness and thereby deflection control of the building.

This structural blog am writing is focusing beginners and hence the idea is to convey that careful scheming is very important for better performance of a building.Dont think that any orientation of column is always ok.


What should be the size of the column

Again, this needs careful consideration as above. However there are certain minimum size requirement as per IS 456 aswell as IS 13920 which is the ductile detailing code which is mandatory to adopt in seismic zones 3 and above.

See another blog on the topic - MINIMUM MEMBER SIZES This blog gives you more insights on what are the minimum member sizes requirement.


What is a floating column

A column that is floating on a beam is a floating column.That means a floating column is not starting from the ground from a footing. This may be due to functional/architectural reasons.

An example may be a drive way in the basement that cannot have a column.But the upper levels needs because of the architectural scheme of the building.The scheme of the building will decide all these. However these floating columns are making the structure very irregular and this needs special attention as per IS 1893 and IS 13920


Is there a special attention needed if there is a Floating column

Many beginners dont even know that there is some thing special needed when there is a floating column.Some knows that there is some thing but most understand that the beam needs more attention than the column as the gravity load is taken by the transfer beam.Yes this is correct to an extent.Earlier seismic code IS 1893 2002 allowed us to design the beams for a larger safety factor.The floating column also need special attention.The most important aspect is that the structure shall not have soft storey due to the stiffness variations.Then we should ensure that the floating columns are not part of the lateral load resusting mechanism.This means that you need special attention when you model in any structural analysis software. You need to ensure that the floating columns is not generating a frame action and thereby resist lateral forces. It shall not be considered to resist any lateral forces and the forces shall be passed on to other structural members. This can be done by correct releases in model and correct detailing at site to ensure what we envisaged in analysis model takes place in site. How we do it and the details will be covered in our courses.

Also follow this civilera blog for future articles that will cover the special attention that is needed.

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Some basic attention for irregular structures can be seen in the link IRREGULAR BUILDING


Summary


Many students think that learning ETABS modelling or taking a structural design training using ETABS is all what is needed for being an independent engineer. In reality, an etabs training is only a part of the learning curve. It is the basics and sound understanding of a scheme development that is far more important than a mere staad pro training or revit training or any design training for that matter.A careful attention of code provision on these important points like floating columns,why,how and when to use member releases etc is of primary importance before starting any work.





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