Procedures in Setting out of Reinforced Concrete Columns

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Columns are critical structural elements used in transmitting superstructure load to the substructure. As a result, their stability and structural resistance is of major importance in the integrity of a building. In buildings, columns are usually classified as either slender, short, or intermediate. Based on the loading they are subjected to, columns can be described as being axially loaded (subjected to axial load only), uniaxially loaded (subjected to axial load and bending moment in one direction), or biaxially loaded (subjected to axial load and bending in two directions).


While the procedure for design of columns is well known by structural engineers, the process of constructing columns on site to achieve what is in the drawing is another different challenge altogether. The success and accuracy of any building has something to do with the setting out. In this post, we are going to briefly describe the procedures of setting out columns from the foundation and from the floor slab using locally available construction tools.

Let us briefly review this process.

(a) Setting out columns from foundation
Column starter bars will normally start from the foundation which can be pad, raft, or pile cap. For local construction works, setting out works will involve establishing the building lines, and marking out column locations on the profile board which must be established all round the building. Detailed information on how to set out buildings are abundant on the internet. These points marked out on the profile board are used as reference for excavation of the trenches for the foundation. After excavating to the required depth, the foundation should be blinded according to the drawing specifications.

Fig 1: Excavated trench for building foundation

After blinding the footing excavation, lines can be thrown as appropriate, and the proper location of each column can be identified. Therefore, the accuracy of column positioning at the foundation stage depends on the accuracy of the setting out work. This is why proper setting out is important especially during the foundation stage. The footing reinforcement and column reinforcement starters can be installed properly and held in place until the concreting of the foundation is done.

Fig 2: Setting out starter bars using lines


(b) Setting out columns from floor slab
If the foundation has been completed and there is need to continue the structure from the ground floor or first floor slab, then setting out will need to be done for the kickers. Setting out of kickers can be done by surveyors or the site engineer. It is usually errorneous to take a corner of a building (edge of a slab) as an absolute reference, unless you are sure that the edges of your slab are perfect in accordance with the drawing. Sometimes after casting the slab, you can experience an error of about ±20 mm with reference to the drawing. If you want to avoid cranking of bars, you should deal with such errors immediately.


Fig 3: Column reinforcements with kickers

The fastest way of dealing with this is to divide the building into two as shown in Figure 4 (red lines). The lines should not be strictly through the centre of the building, but from any convenient point that will enable you take measurements with ease. However, you should ensure that the intersection of the lines is at 90 degrees to each other. You can use laser machine or 3-4-5 method to ensure that the lines are square. Instead of using any edge of the building as reference, you should the centrelines you established as reference to set out the position of the columns. You can rarely go wrong using this method, and another advantage is that if there are errors in the dimensions of the floor slab, the error is shared equally.

Fig 4: Division of floor slab into parts for kicker setting out

Suggestions on improving this post is welcome, and will be incorporated.

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