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  • Users: CABaker
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  1. CABaker

    Historical Westinghouse Motor Information

    Reaching out to see if anyone has any references to determine the weight of an old 600 HP, 2300V, 151A, 3 Phase Westinghouse synchronous motor. I've contacted various sources at Westinghouse (or their related company today), done a reasonable amount of web searching and have had no luck...
  2. CABaker

    Historical Steel Shape 16x12BR110, or 16BR110 Canada

    Good day. I'm looking for some help on determining a reference for the historical steel shape 16x12BR110 as noted in the subject line. I've come across it from a circa 1953 steel drawing from Canada and the BR is stumping me. Going to the usual sources (AISC, CISC, Bethelehem Steel) I can't...
  3. CABaker

    Slab on Grade w/Radiant Heating

    Does anyone know of a reference that accounts for radiant heating tubes in unreinforced slab on grade design? I'll have 1/2" diameter tubes with 2" cover, but I haven't yet found good information on accounting for them in the structural design.
  4. CABaker

    Guidance on CSA A23.3 - Appendix B

    I'm trying to get some background information on the tables for two-way slab design (with rigid edge supports) in the Canadian concrete code. I've been searching the usual journal for a direct reference but have come up empty. Does anyone understand the historical development of these...
  5. CABaker

    Chute Design for Soya/Canola

    I'm working on a project which requires a new grain chute to direct grain from a height of about 65'. The grain comes from a ship-unloader and is dumped through a roof hatch of an existing grain storage building. My question is, what is a good reference for such a chute design? Any suggestions?
  6. CABaker

    Angle of Repose vs Angle of Internal Friction

    I'm working on a grain storage/retaining wall problem. I'm dropping soya and canola from approximately 65' above ground level and designing a retaining wall at several locations. What I'm looking for is a good reference for the angle of repose, angle of internal friction, and the effect of the...
  7. CABaker

    Pre-Eng Building Foundation Question.

    I'm working on a pre-eng building foundation where the columns will rest on piers 8' about the finished floor. The footings are founded at 5'6 below the finished floor. The span of each building frame is 145' and the shear loads are very high. One option I seen used is to tie the pier to...

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