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  1. engineer_123

    Best practice for connecting existing trusses and rafters to a proposed I-beam header.

    Cleaning up another engineer's mess. Previous engineer showed insufficient data, such as connections of existing roof framing to I beam, and how I-beams connect together and at concrete base. Their diagram, they have roof framing flush with I-beam, i.e. using hangers. I want the proposed flat...
  2. engineer_123

    ITE trips

    It cost $800 for some data to see how many trips in and out of a given land use place. It is absurd amount of money for someone that may need to use it one time. A local AHJ will require this information to develop a site. I need ITE trips for a site and will pay $40 to provide the Trip print...
  3. engineer_123

    structural support 2 story shipping container home

    As the experts on here may know, shipping containers are originally designed for the four (4) corner post to carry the majority of the loads, which is why they are stacked parallel to each other. As far as I understand, the bottom, top, side rails are fairly weak; and are even more weak when the...
  4. engineer_123

    CMU kneewall - aluminum porch hybrid design

    Disclaimer: porch for personal use (owner-builder) I am trying to design a proposed aluminum porch, bearing on a proposed cmu knee wall (3 courses high 7.625"x3). I have the "reinforced masonry engineering handbook," and have found no examples as what I am trying to do here. Trying to make the...

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