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  • Users: ALPHA756
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  1. ALPHA756

    Axial Capacities of Eccentrically Loaded Equal Leg Single Angles

    Hi there, Currently I am trying to determine the strength of a single angle subjected to axial compressive load. Due to connection eccentricities moment will be generated. Now as per F10, AISC 360 if there is no continuous lateral resistant along the length of the member, then we are allowed...
  2. ALPHA756

    Flexural Strength of WT section along it's minor Axis as per AISC 360

    Hello there, I need to know how I should evaluate the strength of WT section along its weak axis. AISC 360 doesn't talk specifically about it. Just to clarify you little bit about the problem, I am currently trying to design the WT vertical bracing member, and typical connection will be bolted...

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