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  • Users: engn555
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  1. engn555

    material model in WB

    Hi, can anyone please tell me how to input material test data into a Workbench simulation? I ultimately need to do this for a real job, but am using this U of A tutorial to get me started. http://www.mece.ualberta.ca/tutorials/ansys/IT/NonLinearMat/NonLinearMat.html I can get the simulation to...
  2. engn555

    help with mesh of an i-beam with web holes

    Hi, I was wondering if someone could help me to find an easier way to mesh an i-beam with some bolt holes in the web. Please see the attached document for screen shots for clarification. These are simpler versions of my actual design. I am trying to mesh a solid model of an i-beam. The solid...
  3. engn555

    code/guide refs for extended shear tabs?

    Hi, I was wondering if other countries have code guidance for the design of extended shear tab connections. The Canadian guide does not, whereas the American guide does. Thanks
  4. engn555

    can`t send output to file

    Hi, I am having a problem sending output to a file. I issue the following commands after solve /output, resultsfile,dat prnsol,u /output However, instead of directing the displacements to the resultsfile.dat file, they only appear on screen in their own window, as if I simply issued the list...
  5. engn555

    fire regulations report after 9/11

    I was wondering if someone could help me out finding a previous thread. It was a posting by someone to this forum a few months ago regarding a recently released report recommending stricter provisions for fire resistance following the collapse of the towers. I think it may have been a link to...
  6. engn555

    Standard for testing rebar?

    Hi, can someone please tell me what is the applicable standard for testing old rebar that we are pulling out of a building we are trying to rehabilitate? I think it is A 370 (Test Methods and Definitions for Mechanical Testing of Steel Products), but I don't want to purchase it just to find out...
  7. engn555

    tolerance for lean of retaining wall

    Hi, I am involved in an investigation regarding a leaning retaining wall. I am trying to write a report and am wondering if anyone knows offhand a code based tolerance for angle of lean (ie. what is/is not acceptable), especially in a Canadian context. Thanks

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