Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by DavitBek

  1. DavitBek

    Reinforced Concrete Special Moment Frame Standard Detail Sheets

    Hi all, I'm not sure if this is the correct location to post this question, and I apologise if it is not But I was wondering if anyone had any reinforced concrete special moment frame standard detail sheets (similar to the steel SMF standard detail sheets) that they would be willing to share...
  2. DavitBek

    Non-Stacking Shear Walls Supposedly Not Permitted

    Hi All I'm finalizing the design of a six story mixed use structure(resident/commerc.), two stories concrete (one above ground, one below), and four stories of wood sitting on top of the concrete podium. The structure is located in downtown Los Angeles. The front of the building, which is its...
  3. DavitBek

    Concrete Podium Design Live Load Reduction

    Thank you both very much for taking the time to respond. It's much appreciated. 3600 sqft it is
  4. DavitBek

    Concrete Podium Design Live Load Reduction

    Hi All Long time follower of the forum, and first time poster, as usually I find the answer to the question I have from posts in the past I was looking to understand the acceptable procedure for reducing the live load on a concrete podium from wooden stories above. Specifically, a 6 story...

Part and Inventory Search