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Recent content by engr567

  1. engr567

    Controlled Modulus Columns

    thanks all for input and help.
  2. engr567

    Controlled Modulus Columns

    Geez, why I did not think of that? ....... I was asking in terms of books or publications (more effective sources than throwing a stone in ocean, google) from someone who has done it before, kind of directly from horse's mouth. Anyway, thanks frv for suggestion. Every Problem is an Opportunity...
  3. engr567

    Controlled Modulus Columns

    Does anyone know what is controlled modulus columns? Where can I find more information about this? Every Problem is an Opportunity for Engineers!!!!
  4. engr567

    Typical Elevated Concrete Slab Opening Infill Detail

    Can anyone share a typical concrete slab opening (elevated reinforced concrete) detail? I would appreciate it. I have a project where the contractor wants to leave an opening on concrete transfer slab for crane tower and infill later. Thanks in advance. Every Problem is an Opportunity for...
  5. engr567

    Mat Foundation Details

    slickdeals, Thanks for the article. This is helpful. It may not make sense to say that we have engineers who have designed it, but they do not have drawings/details. Do not you think I asked them the details???????? It is really stupid not to ask them, and ask here in eng-tips. Yes, they had...
  6. engr567

    Mat Foundation Details

    Yes, I am not kidding. I know people in the office who have designed mat foundation, but they do not have typical details I am looking for. As I said, I just want to see some typical details. I will definitely design reinforcing bars, thickness, etc. FYI, this is a multi-family building with...
  7. engr567

    Mat Foundation Details

    I am working on a project that requires a design of mat foundation system. I intend to use #8 top and bottom bars and 48" thick mat. This is my first project that needs a mat foundation. I am looking for some typical mat foundation details (PDF details would do). Any help is appreciated. Every...
  8. engr567

    Loading Dock Live Load

    I am designing an elevated concrete slab for loading dock for multi-family building (USA). What is the live load requirement? Is there a section in IBC or ASCE7 that provides live load information for loading dock? I could not find it. Thank you in advance for your response. Every Problem is an...
  9. engr567

    III-A and V-A type wood framed buildings

    Besides the fire rated requirements, what are the difference in structural design for type III-A and type V-A wood framed buildings, if any? Even though code analysis is done by the Architect, I am wondering if there are any specific design requirements for type V-A vs. III-A. Every Problem is...
  10. engr567

    Wood framed type 3A and type 5A buildings!

    thanks DST148. This helps. I will post it in IBC forum too... Every Problem is an Opportunity for Engineers!!!!
  11. engr567

    Wood framed type 3A and type 5A buildings!

    What is the difference between wood framed type 3A and type 5A buildings in terms of structural design? Where can I find structural design reference for type 5A buildings? Every Problem is an Opportunity for Engineers!!!!
  12. engr567

    Auger CIP Pile Design

    Teguci, thanks again. Every Problem is an Opportunity for Engineers!!!!
  13. engr567

    Lateral bracing of precast piles

    thanks Teguci. Every Problem is an Opportunity for Engineers!!!!
  14. engr567

    Lateral bracing of precast piles

    I am designing precast piles and concrete slab on grade support system for a project in Maryland. Not being so familiar with deep foundation system, is there a bracing requirement for precast piles (braced laterally by the grade beam as the slab on grade will not be able to brace the pile caps)...
  15. engr567

    Auger CIP Pile Design

    Thanks spats. The information is very helpful. Every Problem is an Opportunity for Engineers!!!!
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