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...
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...
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...
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...
