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  1. mcustructureman

    Quonset Hut Lateral Action in the Longitudinal Axis

    Hi all, Does anyone have any good references or documents that discuss the lateral action of a timber quonset hut with no side walls (half cylinder) in the longitudinal axis. See picture attached below, imagine that but without the steel and instead glulam arches with a timber diaphragm.
  2. mcustructureman

    Capacity of brace that extends 75% below top flange of W section to resist LTB

    Hi all, I am currently working on a retrofit to a 50 year old steel building. After performing design calculations on an ex. W410x60 beam that has a laterally unsupported bottom flange, I realized it fails in negative bending. It is 2 span continuous with an 8 m and 6 m span. The condition is...
  3. mcustructureman

    RISA Glulam Arch Design

    I'm designing a structure with glulam arches @ 4'-0" o/c along the longitudinal axis. I've created my model using the continuous arc template with 10 arc increments. After loading each arc with gravity load and running the analysis, the program is not treating the entire member as continuous...

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