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  • Users: leetse
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  1. leetse

    CSA S16-19 cl13.13.4.3 when does it apply?

    The clause 13.13.4.3 (a) in S16-19 states. If you are confident of the loads and you want to design the HSS weld for the actual forces in the weld you must design the weld for a minimum 50% yield of the connected wall. This clause seems very vauge? Does it apply only in HSS to HSS branch...
  2. leetse

    HSS top chord effective compression bucking length

    Hello all, HSS Truss supporting a concrete slab on deck which is puddle welded to the top chord. Top Chord is in compression. I have always assumed that the in-plane compression buckling length for the top chord, is the distance between panel points. A fellow engineers opinion is that the slab...

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