Openings in Beams

Updated: Apr 25

Why openings in Beams : Openings are required for providing pipes for plumbing and other services.Some times the sleeve needed will be very small and this can be provided with out much attention.Please read the design considerations in the below section to understand more.

Why pipes cannot be under the beam: Ideally services pipes shall be run under the beams.However clients and services consultants do not prefer this many times.Pipes will have to bent, Floor height will reduce.You can think of a 20 floor building and the builder getting approval for 60m height for building.a 150mm pipe in all levels will eat up 3m of the total building and this means he looses 1 floor and this means the builder loose an opportunity to sell a floor.

Options: Core cutting – Drilling after the beam is concreted. This should be avoided strictly as it weakens the beam and also may affect the provided rebars.This is some thing that we should never recommend or allow at site.Hard reality is that many do this with out planning the openings properly.

What is a sleeve? : A planned and designed opening is called a sleeve. It is provided prior to concreting by leaving a pipe during concreting. Also structurally, the beam is designed for the opening and additional rebars are provided to take care of the loss of strength if any due to the introduction of opening in the beam.

Design Considerations

  • Small square or circular openings may be placed in the mid-depth of the web.

  • Cover to main bars & links shall be satisfied all around the sleeve.

  • Clear distance between such openings, shall not be less than 150 mm.

  • The area of small openings shall not exceed I 000 mm2 for members with an effective depth less than or equal to 500 mm, or 0.004 d2 when the effective depth is more than 500 mm.

  • The opening shall not be in compression face. Near columns and supports, bottom region of beam is compression zone and near span, top part is compression zone.

The basic principle of this above point is that, concrete is never considered to take tension in a beam and hence we can afford to have sleeves in tension zone.Only rebar is taking the tension. You can read this blog here on filler slab which has the same principle where we remove concrete from the tension zone.I have explained this principle better there.

  • Whenever the largest dimension of an opening exceed one-quarter of the effective depth of the member, it is to be considered large. In no case shall the height of the opening exceed 0.4 d nor shall its edge be closer than 0.33 d to the compression face of the member Main bars & stirrups shall be placed in the compression side of the web to resist one and one-half times the shear across the opening.Stirrups, extending over the full depth of the web, shall be placed adjacent to both sides of a large opening over a distance not exceeding one-half of the effective depth of the member to resist twice the entire design shear across the opening. More info : Refer SP34

If you have any thing to ask me on this topic,write to be in the comment box here


Core cutting of beam is a strict no.You should not be doing it.Planned sleeve is better if absolutely required.The best way would be to run the pipes below the beam with out sleeves.However this cannot be a structural decision alone.Try adopting the design practices mentioned above fully and correctly for better performance of the building.

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