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  1. SoCal_Structural

    Interpreting CSI SAFE results - PT Concrete

    Hello everyone, I have run into multiple issues in designing Post-Tensioned Parking Structure, and hoping to get some feedback from you guys. A quick summary of the parking structure building: - 8" PT SLAB (Slab is thicker than usual, Live load requirements (100 psf) for this building are...
  2. SoCal_Structural

    Moment Frame Fixed Base - Resolving moments into Couple Forces (Into Grade Beam)

    Hello Everyone, I'm trying to check the connection strength from the wide flange column to the foundation (please see the link attached). There is shear, uplift and moments applied to the connections. I know the connections are adequate for wind/seismic loads, however, this site is on a...
  3. SoCal_Structural

    Telecommunication Infrastructure?

    Hello Everyone, This is my first thread/post on eng-tips. I want to get some advice SEs about Telecommunication Infrastructure design (towers, stations, etc.). It would be great to get some feedback from engineers with some experience in it. So I'm currently a California PE (Structural) and...

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