Jump to content

Search the Community

Showing results for tags 'one way slab'.

  • 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 3 results

  1. If we have long spans in RCC slabs for one way slab system, then as per ACI code minimum thickness criteria comes out to be 21 " or so for 26 feet span. So in this case, we should go for flat slab system with drop panels ??
  2. how to optimize one way slabs ? optimal design of one way slabs ? what are key points to look for optimization? What should be the variables (Rho , Depth) ? how to make an economical slab? Thanks!
  3. Salam what should be the length of negative reinforcement on longer side of the one way slab.any reference to literature?
×
×
  • Create New...

Important Information

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