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  • Users: RedN
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  1. RedN

    Rebar Detailing Question

    Dik, Thanks for the detail. The example shown was just a generalized random google search. My actual detail was just an isolated footing. HRod : Thank you for your information and effort to write it out. Coincidentally, my pier is round. I just assumed they would tuck the bars they...
  2. RedN

    Hem Fir Durabilty

    Hello, I am looking at a large exterior boardwalk project, intended to be constructed from timber and helical piles. Before I start my detail design, does anyone have any input or opinions regarding hemlock durability (or PT hemlock) versus PT SPF? Both materials are readily available in my...
  3. RedN

    Structural Analysis and Design Programs

    I have always found SAP 2000 to be the simplest, but I have never used it for anything beyond structural analysis. Currently I use the bentley product line, SAFI line, and I have recently acquired the Advance design america line. I feel like SAP 2000 has the smallest learning curve (and most...
  4. RedN

    Rebar Detailing Question

    Interesting. Thank you all for your replies and opinions. I come from a structural steel background and have only a few substructures under my belt as a structural designer (not sure why that says civil/environmental). I had not considered the potential for a hook to straighten and agree that...
  5. RedN

    Rebar Detailing Question

    Hello, I have recently designed a pier/footing to support a cantilevered light pole. There is a small moment carried through the anchor bolts (Mf <100 kN*m). The subcontracted rebar supplier did not follow my design schedule and details regarding the hook development across the footing-pier...
  6. RedN

    Moment Connection - Compression Plate Check

    Thanks for the reply! I will look into the AISC website, but I don't have a membership so it may be in vain lol
  7. RedN

    Moment Connection - Compression Plate Check

    Hello, I was wondering if anyone knows how to address a plate - compression capacity check within a moment connection according to either CISC (preferrably) or AISC. My CISC handbook doesn't seem to provide much guidance on it and I know it is a fairly involved process. The professional...
  8. RedN

    Trolley Crane Extension

    My boss has asked me to design a 6ft (cantilevered) extension onto an overhead crane trolley. The beam is a continuous beam, underslung from the roof supports. I intend to butt weld an extension to the end of the beam; however, I am a bit confused on how to analyze the connection points. In...

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