Jump to content

Search the Community

Showing results for tags 'deflection of beams'.

  • 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. Aoa! I want to compare deflection of a R.C.C Simply supported beam using Manual calculation and verification with SAP2000. My question is how does SAP2000 consider creep and shrinkage in deflection calculation for ACI Code, Australian Code and Euro-code (If Australian Code and Euro-code is available in SAP2000)? Please explain briefly. If i am not wrong, as per ACI Code the deflection calculated for a beam should be multiplied with creep and shrinkage coefficient after immediate deflection value.
  2. After analysis of multi storey building in etabs,i want to find deflection for each beam but it's too time consuming to check deflection for each beam individually.There is no options in tables for beam deflection in Etabs .How i will obtain it in table format so that i can work on it in excel.
×
×
  • Create New...

Important Information

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