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Recent content by Skip517

  1. Skip517

    Grouting between steel beam and steel bearing plate

    Thanks for all the input. I think I am going to go with stepped steel shims welded in place. Fillet welded where there is adequate material, and gap weld the thinner areas with the shim plate acting as a backer bar. I am also going to add stiffeners where I feel bearing is a concern. Thanks Again.
  2. Skip517

    Grouting between steel beam and steel bearing plate

    My main concern was bearing for the steel beam over the pier. When I calculated if stiffeners were required I used the full steel bearing plate length 22" in this case and stiffeners were not required. I went back and looked at my calculation, and if I changed the bearing length to 19", it says...
  3. Skip517

    Grouting between steel beam and steel bearing plate

    I have a job where the concrete contractor installed the steel bearing plates out of level. Please see the attached picture. The concrete pier below is 12"x24" the beam is sitting on the pier in the length direction (24") There is a steel bearing plate cast into the concrete. The beam is...
  4. Skip517

    Brace Connection using Uniform Force Method

    I have a question about a brace connection design. I am using the AISC 9th ed. Vol. II Connections Manual to design a brace connection using the uniform force method. It has great detail for brace connections with beams horizontal into a column. My problem is I have a roof beam with a brace...

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