Jump to content
Structural Engineering Forum Of Pakistan

Search the Community

Showing results for tags 'enveloping summary'.

  • 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. Sami Ullah Khan Bangash
    AOA, I have attached the beam moment and shear envelop summary for a concrete frame structure modelled on safe. Only a single load combination was defined for dead and live load cases: 1.2D+1.6L. However, the table shows two moments: max and min M3. (but only one value for shear and torsion?) How were these two values calculated? Shouldnt there be a single unique moment and shear configuration for a single load combination? thanks
×
×
  • Create New...

Important Information

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

  I accept