. .

Thread: FEA Software

Hybrid View

Previous Post Previous Post   Next Post Next Post
  1. Quote Originally Posted by WandrinAndy View Post
    Does that explain the slower than normal progress on your workshop build Irving ;-)

    Lol
    No, progress halted by the fact the hole is doing a poor impression of a swimming pool filled with porridge :(


    But before I order the reinforcing mesh I want to check out that A142 mesh is sufficient and whether I should put 1 layer mid beam or 2, top and bottom, or fold the top one down the sides and back under the footings

    The reason being thast the clay soil I am 'floating' the raft into can experience 'heave' of up to 150mm potentially so there's quite a bit of stress on the raft if thats all at one end...
    Click image for larger version. 

Name:	reinforcement.gif 
Views:	2014 
Size:	15.5 KB 
ID:	6994
    Last edited by irving2008; 26-09-2012 at 11:48 PM.

  2. #2
    I'm not sure about what free FEA software for stress analysis you can obtain, but for magnetics I use FEMM however it does also do heat flow. I remember you were calculating the heat loss from the building earlier, perhaps it could help with that?

    At the very least you'll get some pretty pictures...
    Old router build log here. New router build log here. Lathe build log here.
    Electric motorbike project here.

  3. #3
    Quote Originally Posted by irving2008 View Post
    No, progress halted by the fact the hole is doing a poor impression of a swimming pool filled with porridge :(


    But before I order the reinforcing mesh I want to check out that A142 mesh is sufficient and whether I should put 1 layer mid beam or 2, top and bottom, or fold the top one down the sides and back under the footings

    The reason being thast the clay soil I am 'floating' the raft into can experience 'heave' of up to 150mm potentially so there's quite a bit of stress on the raft if thats all at one end...
    Click image for larger version. 

Name:	reinforcement.gif 
Views:	2014 
Size:	15.5 KB 
ID:	6994
    I've never seen weldmesh folded - don't even know if it can be!

    From a dismantling point of view, I would prefer that you only put one layer of mesh in the top, that would guarantee an easy job of demolition. One layer in the mid would be next-easiest with the top layer and bottom of footing third easiest. Most robust would be top & bottom layer of steel in the slab. U-bars on the egdes fully tied into both meshes even better again, you have a strong slab then. Best of all would be a full cage in the footings with top/bottom layer in the slab with u-bar links but you're looking at a few bob for that.

Thread Information

Users Browsing this Thread

There are currently 1 users browsing this thread. (0 members and 1 guests)

Similar Threads

  1. software
    By rainboweyes in forum Computer Software
    Replies: 4
    Last Post: 09-02-2013, 11:59 AM
  2. Replies: 2
    Last Post: 11-12-2012, 12:58 PM
  3. New Software
    By luke11cnc in forum CAD & CAM Software
    Replies: 5
    Last Post: 14-09-2011, 06:00 PM
  4. What software can do this ?
    By Kammo1 in forum Computer Software
    Replies: 4
    Last Post: 05-04-2010, 07:57 PM
  5. What software ??
    By Kammo1 in forum Computer Software
    Replies: 11
    Last Post: 07-09-2007, 01:46 PM

Bookmarks

Posting Permissions

  • You may not post new threads
  • You may not post replies
  • You may not post attachments
  • You may not edit your posts
  •