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Using Acrow props as trench struts

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csd72

Structural
May 4, 2006
4,574
I have a temporary works job where the design engineer has specified acrow props to be used as trench struts. I am used to these being used in a vertical position such as for supporting formwork or an opening but I am dubious about their capacity in a horizontal position.

Has anyone had any experience with this?
 
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The water authority that I used to work for used them for many years in trenching operations and they were satisfactory. I had a few problems in severe works (had 2 that completely buckled !) but generally they are quite good.
 
Thanks

Do you use the full rated capacity or reduce the a little for bending?
 
We just used them didn't worry about designing them, it was for timbering and some trench shielding and they were about 4' long. If your designing, I would reduce the rated capacity by maybe 5 to 7% due to the bending. Other than that they are quite good for this application.
 
Thanks, I automatically discounted them when I saw them but i may rethink that.
 
I have seen acrow jacks used to prop trench sheeting on a number of occasions with no problem. The trenches were usually pretty small.

Used horizontally there would be an additional bending generated within the prop but I would expect this to be pretty small. The bending may induce secondary effects as the prop is not a single member as gravity would tend to to pull it to one side. Whether this is significant, not sure.

I would have though the axial loads generated by the retained material would be pretty small. Unless you had a very deep excavation and significant plant surcharge. In such cases then it is maybe more advisable to use a waling frame, or a properly designed trench shutter.
 
thanks ussuri and civeng80,

I cannot find anything to say definately no but I cannot find any guidance on it either. At least I know it has been done elsewhere.
 
I would check with Acrow. Why not use trench jacks which are designed for this purpose?
 
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