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Recent content by justanormalguy

  1. justanormalguy

    ASCE 7-16 12.2.3.2 Two-Stage Analysis Question - Base Reactions

    I have a question about how exactly to analyze the lower portion when using the Two-stage seismic analysis procedure per ASCE 7-16 (section 12.2.3.2). I have a 5 story wood structure sitting on a two story concrete structure with the second floor being the concrete podium. When we apply the...
  2. justanormalguy

    Etabs Joist Module

    Hello, I am using somewhat new to Etabs (Used RAM SS Previously) and I am modeling a very simple cmu walls with steel beams and joist. Everything was going fine until I tried to design the joist using Etabs.... the program only designed some and then others it could not design... It just said...
  3. justanormalguy

    ETABS Semirigid Diaphragm No Axial Loads on Braced Frame Beams

    I have modeled the deck as a membrane/deck.
  4. justanormalguy

    ETABS Semirigid Diaphragm No Axial Loads on Braced Frame Beams

    Hello All, I am new to Etabs coming from RAM SS and am modeling a building laterally supported by braced frames. I have modeled the diaphragm as semi rigid but the beams on the braced frames are seeing zero axial force. I have tried to assign a semirigid diaphragm to the deck, also by going to...
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