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  • Users: cesarsosa
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  1. cesarsosa

    Simplification of a 1-bay frame (Hand calculation)

    Hello Everybody, I have a general question. I need to do a simple calculation. I just wonder if can simplify a 1-bay 1 -story frame (indeterminate) into a member ("L" type) with the loads divided by 2. Please, see attached sketch.
  2. cesarsosa

    ANCHORS BOLTS IN CONCRETE

    I HAVE TO DESIGN THE ANCHOR BOLTS FOR A NON-BUILDING STRUCTURE. It is a STEEL "T" SUPPORT WITH CONDUIT LOADS AND SOME PIPING LOADS TOO. QUESTION: FOR ANCHORS BOLTS DESIGN (HILTI OR SIMILAR) SHOULD i COMBINE: 1) Earthquake horizontal "X" direction + Earthquake horizontal "Y" direction + Vertical...
  3. cesarsosa

    ANCHORS BOLTS IN CONCRETE

    I HAVE TO DESIGN THE ANCHOR BOLTS FOR A NON-BUILDING STRUCTURE. It is a STEEL "T" SUPPORT WITH CONDUIT LOADS AND SOME PIPING LOADS TOO. QUESTION: FOR ANCHORS BOLTS DESIGN (HILTI OR SIMILAR) SHOULD i COMBINE: 1) Earthquake horizontal "X" direction + Earthquake horizontal "Y" direction + Vertical...

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