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Thread: 55t press

  1. #21
    Homestar's Avatar
    Homestar is offline Super Moderator & CA manager Subscriber
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    Quote Originally Posted by uninformed View Post
    Plus the fact that I quit my job today may slow things up.....
    Oops... Was this planned, or a spur of the moment thing? All the best with looking for a new one that suits better.
    If you need to contact me please email homestarrunnerau@gmail.com - thanks - Gav.

  2. #22
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    no, not planned at all. Had a disagreement with the supervisor (long time work partner) things were said...and I knew that it would be no good for me to say. So I just said no worries I will finish up. Packed my gear and left. This was the first time I have walked off a job in 20 years.

    If anyone needs a liceneced carpenter in the SEQ area let me know. Fully kitted up and I do domestic, commercial and industrial. Small jobs are fine also

  3. #23
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    I got a house to build in Cooktown!

    Was gonna say though - the FMS you picked up - is it hot rolled with mill scale?
    If so for such an awesome press I would be cleaing the scale off before proceeding with welding, drilling and tapping.

    Makes a good procrastination job whilst you are scheming the design!

    S
    '95 130 dual cab fender (gone to a better universe)
    '10 130 dual cab fender (getting to know it's neurons)

  4. #24
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    Quote Originally Posted by roverrescue View Post
    I got a house to build in Cooktown!

    Was gonna say though - the FMS you picked up - is it hot rolled with mill scale?
    If so for such an awesome press I would be cleaing the scale off before proceeding with welding, drilling and tapping.

    Makes a good procrastination job whilst you are scheming the design!

    S
    Im guessing it is. It definitely has mill scale. I wasnt aware of the availablity of cold rolled. Im sure it is much more $$$$.

    What would you recommed for cleaning up. I dont like the idea of a grinder with any disc as it ill always scollop. I do have a belt sander and orbital sanders.

  5. #25
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    Have you got a builder? Are you going Block, steel or timber frame?

  6. #26
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    Nice project Serg.
    Can you throw together a sketch with some basic dimensions? Then anything you need checked is easy.

    Including copying it.
    Last edited by Dougal; 17th August 2012 at 09:47 AM. Reason: Spelling, grammer & punctuation!

  7. #27
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    Quote Originally Posted by Dougal View Post
    Nice project Serg.
    Can you throw together a sketch with some basic dimensions? Then anything you need checked is easy.

    Including copying it.
    I can draw it on paper, A3 or A1 (i think) I have no idea with doing it on pc though.

  8. #28
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    Quote Originally Posted by uninformed View Post
    I can draw it on paper, A3 or A1 (i think) I have no idea with doing it on pc though.
    A3 or A4 is good. Scan it in or just take a photo if you can get it to look right.

  9. #29
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    Way to go Dougal!
    I happen to have a near full length of 100x16FMS and a 6m length of 200 x 16kg/m beam just asking to be used for a project.
    My chinapress 30T is a hateful, sorry excuse for a piece of machinery.

    Mill scale can be a bugger - some people reckon an acid etch helps but mechanical removal is really where its at. I generally use a flapper on the grinder but have heard that cup stones can be used to good effect with minimal scalloping. Maybe throw a heavy grit belt on the sander and give it a whirl?

    House plans are at the rough stage - have some drawings low set ground floor (steel posts and bearers) two story stick built with timber floors and colourbond cladding/roofing. Have one of the local builders interested in the job but he is super busy and I get that "tradie" kinda feeling!

    Steve
    '95 130 dual cab fender (gone to a better universe)
    '10 130 dual cab fender (getting to know it's neurons)

  10. #30
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    Quote Originally Posted by uninformed View Post
    can anyone tell me from a structural stand point, how much material should be left around the outside of a threaded hole. Is there a ratio based on dia or such? I pick up my 100x16 and 75x12 flat bar tomorrow. Dave used 3/8 in his 3/4 and Im thinking this to tight on 16mm, so may go down to a 5/16.
    Try to make the distance from the centre of the hole to edge of material not less than 1.5 times the bolt diameter - there are some exceptions (eg. can be a little less for machined or rolled edges), but that keeps it simple and is the universal rule of thumb for structural steel.

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