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Recent content by murdydrum

  1. murdydrum

    Fibre Mesh v Steel Reinforcement in Slabs

    Mike, I agree. For a high spec finish, i don't think fibre mesh is suitable. I would adopt small bars at close centres in the top of the slab in this situation together with control joints at suitable locations. For this application though, the finish is not "aesthetically critical" for want of...
  2. murdydrum

    Fibre Mesh v Steel Reinforcement in Slabs

    Thanks Folks, Seems to be a hotly debated topic. The application I am considering is for a sand & aggregate storage shed (quarry). The floor (on grade) will be subject to loads from plant and materials. My approach is to design a floor slab which is suitable for use and to simplify its...
  3. murdydrum

    Fibre Mesh v Steel Reinforcement in Slabs

    Ah, I see this has been covered before. Thanks cvg murdydrum chartered engineer http://www.dennanyreidy.ie
  4. murdydrum

    Fibre Mesh v Steel Reinforcement in Slabs

    Hi folks, I'm new to this forum. What are peoples thoughts (both specifiers & contractors) on the use of fibre mesh or steel reinforcement in concrete slabs. The applications I am considering is for warehouse / large building floor slabs. Obviously ground bearing (floating) floor slabs. I find...

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