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Beam designs include simple lintel specifications to major cantilevering steel structures. We offer a 24hr guaranteed turnaround for straightforward designs while major structural designs can take considerably longer.
For simple designs, it is common for us to work to information supplied to us without having to visit site to measure up. This means that most beam designs are covered by our minimum charge.
The information below is provided to enable our clients to provide us with sufficient information to design beams without coming to site to measure up. If the information seems unclear, ambiguous or does not apply to your building please ring us and we will discuss it with and, if necessary, come to site. If you have not supplied us with sufficient information we will just contact you to ask for it. We will also state any assumptions we have made in the calculations. However, we cannot be held responsible if there is a load on the beam that we have not been informed of and would not have been obvious from the information we have been supplied.
To calculate the size of a beam we need the span (or width) of the opening and the width of the wall. We also need to know the loads on a beam which consist of:
There are two common types of roof construction; trussed rafters and traditional construction. Trussed rafters are large 'A' shaped timber frames that span across the whole house. Traditional construction uses large timber beams (purlins) running horizontally that support timber rafters that span from the ridge the eaves. We will make assumptions about the weight of the roof based upon our experience and relevant codes of practice but we would need to know if there is anything particularly unusual about the roof that might make it excessively heavy.
If trussed rafters are used and they sit over the wall being removed we need to know the length of the trusses (dimension A). We also need confirmation that they are not attic trusses (trusses that are designed to allow for some living space within them) as these sometimes take support from internal walls.
If traditional construction we need to know where the purlins are and if either the purlins or rafters take support from the wall being removed.
In this case, the rafters are supported by the new beam and the amount of the load depends on dimension B.
If an internal wall is being removed and it supports a purlin we will need dimensions C, D and E to calculate the weight of roof being supported by the beam.
We need to know what height of wall is supported on the beam (dimension F). We ignore any openings although if we are trying to prove that an existing beam will be OK we might take them into account. We need to know the construction of the wall. For example, it could be a 300mm wide cavity wall (100mm inner and outer leaf with 100mm cavity) or it could be a 450mm wide solid stone or any number of other possibilities. If we are not told otherwise we would normally assume a floor to ceiling height of 2.4m.
If it is a cavity wall we need to know what material is used in each leaf as there is a big difference in weight between brick and block.
There will usually be a floor on at least one side of the beam. The floor joists will either run parallel to the opening in which case they do not put any load on the beam or else they sit over the beam running at right angles to it. For each floor where this is the case, we need to know the length of the joists (dimension G). There may be floor joists on both sides of the wall and there may be second or third floors and we need this information for each one of them.
There may already be a beam sitting on the wall. If this is the case we need to calculate the loads on this beam to be able to say how much load it will be adding to our new beam. In other words, we need the same information about this beam that we need for the new beam. That is: the length of any floor joists it supports, whether it has a masonry or stud wall above it and what, if any, roof loads it supports. Also, let us know if this beam will come into the side of the new beam or if it will sit on top of the new beam as we will need to provide a connection detail.
We need to know the width of the wall so as we specify a size of beam that will fit within the width of the wall but will also provide support for the full width.
We need to know about the support for the new beam. For instance, if an internal wall is being removed it is usual to leave a small part of it (possibly 300mm) to sit the beam on and, more importantly, to provide stiffness to the remaining wall. If it is necessary to completely remove the wall it may be necessary to introduce some additional stiffness to the wall to compensate. A plan of the building that shows lengths of affected walls will usually be all we need.
If you would like the beam has to sit within the depth of the floor joists we need to know this. It is common where beams are being installed in place of internal walls that a clean ceiling line is required and the beam is therefore hidden within the depth of the floor joists. If this is the case we need to know the depth of the floor joists to try to ensure that the beam is no deeper than they are. Sometimes it isn't possible to achieve this.
By removing a wall and replacing it with a beam we are taking all the load off the existing foundations and putting it down the walls at either end which increases the load on the existing foundations at these points.
Sketches, drawings, photographs, etc are all useful. If we are provided with sketches of the ground floor, first floor and roof layout plans that show where the new opening is, the floor spans and what the wall construction is, that is often all we need.
Typically we need:
The example below is all we would need to design a beam over a wall being removed between the kitchen and dining room.
The above sketch tells us that:
If any of this information hadn't been provided we'd just ask you for it.
The above information may seem complicated and difficult so if you need to speak to us just give us a ring and we'll discuss it with you. Although we can often get all the information we need without coming to site we are quite happy to do so if required.
For simple beam calculations where it is easy to explain in the calculations what is required we wouldn't usually produce a drawing. However, where there are several beams, possibly some connection details and maybe a 'goal post' frame required we would also have to produce a drawing. In such cases, there would be an additional cost but we would discuss this with you before starting work.