Jump to content
Structural Engineering Forum Of Pakistan

Search the Community

Showing results for tags 'column moment'.

  • 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 1 result

  1. SMAQ
    Need Urgent help regarding Column Design Issue. I am working on G+4 Building Model where I am struck in the output of one particular column, whose design and analysis Moments are not MAtching. I checked my model several times but could not find the bug. The Analysis Moment M33 = 1.7 kNm and design moment M33 = 81.6 kNm . Also for this loading the the percentage of Steel seems to be huge. I am attaching the pics and, also the model for your reference. I will be thankful if the members please help me sort this issue. Regards SMAQ QMD-R-5-woeq.EDB
×
×
  • Create New...

Important Information

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

  I accept