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  • Users: Jalbno
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  1. Jalbno

    Bending Section Modulus Changing

    Hi everyone, I have a scenario where a plate is bearing on a 2x12 lumber. I am analyzing the bending in the bottom timber as a cantilever from the edge of the plate. The bending resistance of the timber is Mr = Material Factor * S * Fy My question is what I should use for the section modulus...
  2. Jalbno

    Anchor Rods in Tension and Bending - Question

    Hi everyone, I have a question regarding a clause in the CSA S16-14 code. I am designing some anchor rods and baseplate for a column. Clause 25.3.5 States that the anchor rods must meet clause 13.9.1 requirement where the moment resistance of the anchor rods is MR = θAR*S*Fy. Clause 13.9.1 is...
  3. Jalbno

    Moment Resistance of a Weld

    Good day to all, I have this weld that I am trying to analyze. I understand that it may be somewhat ugly and inefficient, but I am in a position in which I still need to calculate this. The only reason I am considering this spec is because the load on the end of this beam is very very small...

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