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  1. useftanz

    Hi everyone, I'm working on chec

    No, unfortunately. There are no shop drawings, and no tags on the trusses.
  2. useftanz

    Hi everyone, I'm working on chec

    Yes, double channels, each welded to the triangular solid plate. I believe the best approach is to assume the triangular solid web doesn't exist and proceed with the design for the hollow area.
  3. useftanz

    Hi everyone, I'm working on chec

    Hi everyone, I'm working on checking the capacity of a steel truss, but I'm facing a challenge. The truss consists of different sections—one section is made up of steel triangles, while another section is empty (as shown in the photo). Is there a way to accurately determine the capacity of...
  4. useftanz

    Pocket beam at window opening

    Hi everyone. I have a pocket beam is in a 5 story building near a window opening, with significant cracks and spalling in the surrounding masonry. the wall is stone wall. is removing the section thats being sheared off and replacing it with new limestone and high bonding agent would a good fix...

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