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  • Users: hssbrian
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  1. hssbrian

    concrete bean-girder connection consideration

    Hello everyone, not trying to get too technical on this matter. I have an existing 10cm concrete slab with some columns located at the footings. This is an open-air structure. The columns have some minor roof loads (no special snow or wind loads) and the slab does not have any special traffic...
  2. hssbrian

    Rebar Lap Splice Location - Located at midspan/high stress (critical location)

    Hello Everyone, I was asked to review certain drawings for a construction firm of a single story house that they use as a standard to build. I noticed that the drawings do not consider or even take into account development lengths, splices or their locations... Even though they say they have...
  3. hssbrian

    Free Standing Wall - Foundation near property line best options (foundation below slab)

    Hello everyone, Im designing a simple free standing 14cm cmu 3m tall wall, I need to bounce some ideas with anyone that has an insight or opinion on this matter. This wall will serve as an enclosure for an existing slab on grade due to several reasons we were asked not to modify the slab on...
  4. hssbrian

    13foot Partition Wall (Block Wall vs Steel Framing)

    Hello Everyone, Im new here but have found this website useful any number of times when I have had to search for practical solutions... I couldnt find an answer to a question I was looking for so hope you all can guide me somehow... We were asked to design a 13 foot tall partition wall which...

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