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Recent content by drm4444

  1. drm4444

    ACI Top of Floor Slab Tolerance

    I have slab on metal deck (no shoring). Would this also be 3/4"? I am most concerned about the curtainwall at the perimeter having enough vertical adjustment.
  2. drm4444

    ACI Top of Floor Slab Tolerance

    My 6 story building has top of floor slab elevations off as much as 3". Generally, the survey indicates most areas are within 1/2" but there are several locations on several floors where the top of slab elevation is up to 3" too high or low. The spec references ACI & AISC for the appropriate...
  3. drm4444

    Stainless Steel Grill

    I have been asked to design a 7'w x 6'h decorative grill composed of 3/4"x3/4" stainless steel tubes (36 ksi) designed for a wind pressure of 85 psf. The horizontal 7'-0" long tubing is rotated 45 degrees, spaced at 2.35" o/c & welded to a angle metal frame at the perimeter. Some grills will...
  4. drm4444

    Masonry Bearing Wall Supporting Steel Beam (Compromised fire rating?)

    Thank you both for your responses. It does seem likely a beam connection failure would at least create a hole thru the stair wall. I would guess the answer to the proper way to detail the bearing plate connection would be similar to the how electrical boxes are installed on the outside of the...
  5. drm4444

    Masonry Bearing Wall Supporting Steel Beam (Compromised fire rating?)

    I have an 8" cmu, 2-hr, masonry bearing, stair shaft wall. At each floor a steel beam bears on a bearing plate on the wall supporting hollow core precast plank. The beam stops 1" from the inside face of wall & the mason is planning to fill it in with mortar and/or maybe a soap block. Does...

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