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  1. #321
    Join Date
    Aug 2006
    Posts
    269

    Re: Yet another epoxy granite mill

    Quote Originally Posted by peteeng View Post
    Hi Thomas - I think testing in opposite directions is a good idea. What is the biggest size of aggregate? Add stress to the spreadsheet so you have an estimate of breaking. Peter

    Specific Beam Loading Case: Simply Supported: Center Load (efunda.com)
    The biggest size is 4mm in the Silimix282...if this works out fine, i think i'll cast a couple more, but with some larger aggregates in...

    I'm not sure if i can calculate anything that will tell me the breaking point of the EG?

  2. #322
    Join Date
    Jul 2018
    Posts
    6337

    Re: Yet another epoxy granite mill

    Hi Thomas - You will be able to calculate the stress in the beam at the applied load. From concrete data you will find a typical tensile stress of the material. Here's a grout with a flexural strength of 10MPa. So load to 5MPa.... Peter

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