Jump to content

Search the Community

Showing results for tags 'pin'.

  • Search By Tags

    Type tags separated by commas.
  • Search By Author

Content Type


Forums

  • General
    • Member Introduction
    • Shout Box
    • Students Zone
    • Engineering Marvels & Disasters
  • Civil/ Structural Engineering
    • General Discussion
    • Steel Design
    • Concrete Design
    • Seismic Design
    • Foundation Design
    • Software Issues
    • Journal/ Articles/ Tutorials
    • Spreadsheets & Softwares
  • Technical Support
    • Website Announcements/ Problems/ Login/ Registration Issues
  • PSX Stocks Investing's Topics
  • Parenting's Topics
  • Construction Consulting's Industrial Construction Project
  • Construction Consulting's Piling

Calendars

  • Community Calendar
  • Construction Consulting's Piling

Find results in...

Find results that contain...


Date Created

  • Start

    End


Last Updated

  • Start

    End


Filter by number of...

Joined

  • Start

    End


Group


Website URL


Skype


Location


University


Employer


Interests

Found 2 results

  1. How to provide pin connection in practical as per design concept. Direct welding or gusset plate connection. Which one right concept??
  2. Assalam o alaikum all, How to decide what type of support should i provide at base of my building in ETABS?? If I provide pin support then sway of my building is 1.5 in and if i provide fix support then sway reduces to 0.9 in. Some one in this forum replied to a thread (I am unable to find the same thread) that if soil is stiff then we can provide fix support other wise pin support for loose soil. But I think it is upto our will then whether we provide fixed or hinged, sizes of our footings will become accordingly. In my case, building is in Quetta with BC 0.75 tsf. Suggest me please.
×
×
  • Create New...

Important Information

By using this site, you agree to our Terms of Use and Guidelines.