workshop floor – strength question

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workshop floor – strength question

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  • #585160
    Howard Lewis
    Participant
      @howardlewis46836

      Maybe the planners don't like the word "Workshop" They probably think that you are about to start a major manufacturing enterprise there.

      "Shed" or "Hobbyroom" may be acceptable to them

      Howard

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      #585167
      Sam Longley 1
      Participant
        @samlongley1
        Posted by SillyOldDuffer on 07/02/2022 16:45:57:

        300kPa is a bit over 40 pounds per square inch so my flat-bottomed sheet-metal lathe stand with two 13×13" plinths would support 13520 lbs (over 6 tons). As my lathe actually weighs about 600lbs, say 800lbs with the stand, the pressure would be only 2.4 psi, and I'd expect polystyrene under the plinth to deflect by about 0.06mm.

        Although concrete screed isn't as good at distributing pressure as chipboard or floorboards, I think it would be safe to support heavy machines provided a stiff board were placed underneath to guarantee load spreading. For example, a length of kitchen worktop 52" x 24" under my 800lb lathe and stand would reduce the floor loading to about 0.7psi, which is trivial.

        Have you taken in to account vibration?

        #585185
        Oldiron
        Participant
          @oldiron

          My workshop and whole ground floor of my house are 6 repurposed garages. ( I bought some ex council flats & converted them to a house) All the floors were 10" of reinforced concrete on the original build. The floors had a slight slope to them to disuade water from entering under the garage doors. When the conversion was done doors were removed and bricked up to comply with modern insulation standards. The floors were also insulated in such a way as to bring them level over the whole area, a variance of 50mm front to back. So 100mm one end & 150mm the other. The 50mm ish fibre reinforced screed was then laid. This has been more than adequate and has not cracked or shrunk etc over the last 12 years. I have my Boxford lathe on its cabinet with flood coolant tank and many chucks & backplates in them. A 6 legged bench with a 110kg Ajax mill & a 55Kg minimill + all the tooling associated with them. Several very heavy cabinets on wheels + stock standing up + the workbench which is loaded down with "stuff" as is usual. So all in all more than a couple of tons which gets moved around occasionally. Not seen or felt that there was any movement in such a thin screed. I did not specify a deeper screed for the workshop as at the time it was planned to be a normal use room.

          regards

          #585187
          duncan webster 1
          Participant
            @duncanwebster1
            Posted by SillyOldDuffer on 07/02/2022 16:45:57:

            Although concrete screed isn't as good at distributing pressure as chipboard or floorboards, I think it would be safe to support heavy machines provided a stiff board were placed underneath to guarantee load spreading. For example, a length of kitchen worktop 52" x 24" under my 800lb lathe and stand would reduce the floor loading to about 0.7psi, which is trivial.

            Dave

            It's not that simple I fear, it all depends on the relative stiffness of the chipboard and concrete. If te chipboard really did convert point load into uniformly distributed, you could consider it the other way up, a 52"*24"worktop supported at the corners with 800 lb of sand distributed across the top surface. I wouldn't be surprised if it broke, at the very least it will deflect quite a long way.

            #585196
            SillyOldDuffer
            Moderator
              @sillyoldduffer
              Posted by duncan webster on 12/02/2022 12:36:53:

              Posted by SillyOldDuffer on 07/02/2022 16:45:57:

               

               

               

              Although concrete screed isn't as good at distributing pressure as chipboard or floorboards, I think it would be safe to support heavy machines provided a stiff board were placed underneath to guarantee load spreading. For example, a length of kitchen worktop 52" x 24" under my 800lb lathe and stand would reduce the floor loading to about 0.7psi, which is trivial.

               

              Dave

              It's not that simple I fear, it all depends on the relative stiffness of the chipboard and concrete. If te chipboard really did convert point load into uniformly distributed, you could consider it the other way up, a 52"*24"worktop supported at the corners with 800 lb of sand distributed across the top surface. I wouldn't be surprised if it broke, at the very least it will deflect quite a long way.

               

              True the sum isn't that simple because the board bends! Does it matter? I don't think a kitchen worktop would deflect much when laid flat on a floor because the load is in compression and is supported underneath throughout. It would protect the concrete screed considerably. Be interesting to measure it. Lying on the floor is different from glued or screwed to the floor, but I've no idea how much better a fixed board would be.

              A worktop flat on the floor isn't the same case as being supported at the corners and acting as a bridge. The latter imposes a severe tension load and the corners ground the total forces in concentrated form. Nonetheless, not impossible to support 800lb on a kitchen worktop bench provided the structure underneath supports it properly.

              Sam asked if I took vibration into account? No, and I don't know how to! I guess machine vibration wouldn't break a screed on polystyrene floor, or underground heating elements, but it might break electrical or plumbing connections. No idea how vibration proof underfloor heating is.

              Dave

               

              Edited By SillyOldDuffer on 12/02/2022 13:32:58

              #585206
              duncan webster 1
              Participant
                @duncanwebster1

                SOD tried to argue that putting a worktop under a lathe would make the load applied from the floor to the concrete uniform. The lathe is (I assume) applying 4 point loads, so that would be exactly equivalent to having it upside down on 4 points supporting a uniform load as I said. It is irrelevant that you could support 800kg on a worktop by supporting it properly, you could put more legs on the lathe if you were that way inclined.

                In reality the board will spread out the load a bit but to nothing like that extent. To work it out properly would not be trivial. According to Google the Young's modulus of 'particle board' is around 0.3 GPa Echip, whereas concrete is between 30 and 50 GPa Econc depending on the mix, say 40, so 133 times greater. Steel is 207 GPa for comparison. Worktop is typically 40mm thick, whereas the OP's concrete was 50mm. Stiffness is proportional to the cube of thickness, so the concrete will be (50/40)^3 * 133 = 260 times stiffer than the worktop. The bending load will be shared in proportion to the stiffness.

                In short, the concrete needs to be thicker, even my kitchen floor is 100mm on top of 100mm hardcore, and the heaviest thing on that is the washing machine. Actually it's me, but we needn't get personal!

                #585217
                SillyOldDuffer
                Moderator
                  @sillyoldduffer
                  Posted by duncan webster on 12/02/2022 15:50:10:

                  SOD tried to argue that putting a worktop under a lathe would make the load applied from the floor to the concrete uniform. The lathe is (I assume) applying 4 point loads, so that would be exactly equivalent to having it upside down on 4 points supporting a uniform load as I said. It is irrelevant that you could support 800kg on a worktop by supporting it properly, you could put more legs on the lathe if you were that way inclined.

                  In reality the board will spread out the load a bit but to nothing like that extent. To work it out properly would not be trivial. According to Google the Young's modulus of 'particle board' is around 0.3 GPa Echip, whereas concrete is between 30 and 50 GPa Econc depending on the mix, say 40, so 133 times greater. Steel is 207 GPa for comparison. Worktop is typically 40mm thick, whereas the OP's concrete was 50mm. Stiffness is proportional to the cube of thickness, so the concrete will be (50/40)^3 * 133 = 260 times stiffer than the worktop. The bending load will be shared in proportion to the stiffness.

                  In short, the concrete needs to be thicker, even my kitchen floor is 100mm on top of 100mm hardcore, and the heaviest thing on that is the washing machine. Actually it's me, but we needn't get personal!

                  Not guilty this time, because I don't claim the load under the worktop is uniform!

                  All I'm saying is putting a worktop on the floor under a lathe will spread the load, and if the worktop was perfectly rigid, my simple calculation would be about right. Duncan says, correctly, that the actual pressure depends on how stiff the worktop is.

                  It's the difference between these two constructions:

                  pads.jpg

                  They have the same areas top and bottom, so a load on the red top would put much the same pressure on the lower disc. The cone on the left represents my view, the column on a disk is closer to Duncan's position. The problem with the column bearing on the disc is that it will tend bend the disc so the pressure underneath isn't uniform: it will be higher directly under the column than at the edge.

                  The risk is putting a worktop flat on on a underheated floor wouldn't spread the weight of a heavy four-footed lathe evenly enough to prevent damage. An experiment is called for! I can't think of an easy way of measuring or calculating a pressure distribution caused by the support flexing. Suggestions anyone?

                  On the plus side, heavy objects like lathes are often successfully moved across soft ground by laying boards underneath. On the down side, boarding a lathe safely across a lawn doesn't prove an expensive floor would be completely protected.

                  Dave

                  #585221
                  duncan webster 1
                  Participant
                    @duncanwebster1

                    Oh yes you did, I quote For example, a length of kitchen worktop 52" x 24" under my 800lb lathe and stand would reduce the floor loading to about 0.7psi, which is trivial. You didn't mention perfectly rigid, although I admit you did say stiff, unfortunately worktop isn't stiff compared with concrete. It would have to be infinitely stiff to make your sum correct. If it were in 2 dimensions, one could use the equations for a beam supported on a flexible foundation, but they are not to be sneezed at, and I deliberately said one, not I. Bit pointless really, as building regs will require at least 100mm

                    #585369
                    Sam Humphries
                    Participant
                      @samhumphries36507

                      My garage is single skin brick with a concrete base, I don't heat the entire thing while I am not in there. I use several 40W Dimplex heaters to keep the garage above the dew point and stop condensation (and therefore rust) on my machines and use a little 1KW fan heater when I am going to be in there for a while. I put the dimplex heater under the lathe, milling machine, pillar drill and my tool box and it works really well and is cheap, especially with electric prices being what they are at the moment

                      #585449
                      Dave Halford
                      Participant
                        @davehalford22513
                        Posted by gerry madden on 11/02/2022 18:57:48:

                        Thanks all for your input.

                        I think its clear now 50mm of concrete on a compliant base is quite risky, and especially so with electrical elements embedded in it. I will have to consider something substantially thicker, probably 100mm min. In a house this wouldn't be helpful as it just slows the warm-up time. But in the workshop it would only be a background heat just to keep the room a little above ambient, so perhaps 100mm is not a problem.

                        I had planned plenty of insulation and the calculations suggest it wouldn't take much energy to maintain a reasonable differential with the outside ambient. I already have solar panels on the house and they generate far more than I can use, so this would heat the workshop most days, and for free.

                        The real problem now is that the planning people want to reject the whole concept due to 'green belt' concerns. So all workshop design activities are on hold until this is sorted, ….if it can be sorted.

                        Gerry

                        Hi Gerry,

                        You might get away with a concrete sectional 'shed' and stay away from talk of insulation and heating.

                        #585458
                        SillyOldDuffer
                        Moderator
                          @sillyoldduffer
                          Posted by duncan webster on 12/02/2022 18:48:00:

                          Oh yes you did, I quote For example, a length of kitchen worktop 52" x 24" under my 800lb lathe and stand would reduce the floor loading to about 0.7psi, which is trivial. You didn't mention perfectly rigid, although I admit you did say stiff

                          Ah, but it's what I meant that matters, not what I actually said. And being wrong is irrelevant in a world full of Alternative Facts.

                          Either I'm innocent or a dog ate my homework.

                          Time to move on from Duffer-gate: the forum demand I tackle the big issues, like how best to sharpen pencils with a milling machine!

                          devil

                          Dave

                          #585467
                          duncan webster 1
                          Participant
                            @duncanwebster1

                            Time to move on from Duffer-gate: the forum demand I tackle the big issues, like how best to sharpen pencils with a milling machine!

                            devil

                            Dave

                            Anyone remember chisel points in the DO, and several different hardnesses of lead? I had a file to hand to touch up the point. Then they invented the Pentel things with small diameter leads, so all the clutch pencils went in the bin. Pity really, would have been a good basis for a scriber. To sharpen pencils on a milling machine you'd need a universal dividing head, and a lot of patience.. Of course the 4 axis CNC men would do it in an instant

                            #585483
                            Neil Wyatt
                            Moderator
                              @neilwyatt

                              Expanded polystyrene has a compressive strength of 70 to 20 kPa.

                              At the bottom end 70 kPa is about 7000 kg/m^2, seven tons per square metre.

                              Which ought to be ample.

                              polyfoamxps.co.uk/ground-floor-insulation-what-you-need-to-know/

                              Neil

                              #585524
                              Pete Rimmer
                              Participant
                                @peterimmer30576

                                I've removed a road bridge using a 5 ton demolition machine sitting on 1 metre of polystyrene topped with two layers of plywood, all sitting on railway lines. No kittens were killed.

                                Timber absolutely does distribute a point load over a wider area, if it didn't they wouldn't use it for crane mats.

                                #585532
                                gerry madden
                                Participant
                                  @gerrymadden53711

                                  Neil, in these situations it isn't only about the ultimate compressive strength, its about the compliance or stiffness of the materials as well.

                                  Your polystyrene will only 'fight back' with any effort when it's considerably crushed. A hard brittle material like concrete, on top of soft material may crack well before the compliant polystyrene has built up any significant resistance to the load.

                                  Imagine putting a large sheet of 0.1mm thick glass over a very large area of layer of sponge rubber. You wouldn't be able to walk on the glass without it breaking. So basically the stiffest material has to have sufficient strength to carry the load before it will be able to spread that load successfully into the softer more compliant material.

                                  Gerry

                                  #585533
                                  gerry madden
                                  Participant
                                    @gerrymadden53711

                                    N

                                    Edited By gerry madden on 14/02/2022 23:22:23

                                    #585534
                                    Pete Rimmer
                                    Participant
                                      @peterimmer30576

                                      Gerry, concrete is poured on top of polystyrene all the time. It's a very common building practice precisly because it provides so much support along with excellent insulation.

                                      They even put it down and then just put a couple of inches of tarmac (which is soft and bendy) onto it to make car parks, as there poor sods found out.

                                      **LINK**

                                      #585535
                                      duncan webster 1
                                      Participant
                                        @duncanwebster1

                                        No-one is trying to argue that it isn't, but it needs to be thick enough so it can spread the load over the polystyrene without bending so much that it fractures. To extend Gerry's excellent analogy, if you made the glass say 1" thick you probably could stand on it.

                                        #585536
                                        gerry madden
                                        Participant
                                          @gerrymadden53711

                                          Yes Pete, I know concrete is often put on top of polystyrene foam, and thats exactly what I shall do if and when the time comes. But the concrete has to be thick enough to carry the load. Then the foam basically acts as insulation, not as load bearing.

                                          Gerry

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