Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: paddyo1
  • Content: Threads
  • Order by date
  1. paddyo1

    Hi all, Looking some guidance on b

    trickle ventilation Looking some guidance on background ventilation to a community building Im working on. Building Control are asking for a mechanical vent system to be installed. Surely there has to be a simpler alternative to this eg holes in walls,vents in roof. Problem is our funder wants...
  2. paddyo1

    reading safe load tables

    I'm reading safe load table for UB's and just wondering what does deflection coefficients mean?
  3. paddyo1

    beam design software

    im looking for freewRE/reasonably priced program for sizing steel beams /columns
  4. paddyo1

    steel design software

    I'm searching about for a reasonably priced structural steel design program. One which I could purchase without the monthly payments . Are there any decent freeware programs available?
  5. paddyo1

    wind uplift

    Hi, IM designing a portal frame building (15m wide x 30 m long ,6 m to eaves) and im wondering could i assume wind uplift to be zero since there are only 3 smallish door openings and window openings are also minimal. Any thoughts?
  6. paddyo1

    timber truss design

    Im looking for a simple program for timber roof truss design. Free program if possible
  7. paddyo1

    portal bracing

    Hi all, Looking for some tips on how to calculate portal frame bracing sizes.(roof,vertical) It's a simple single span,5 bay building,6 metres to eaves,roof slope 10 deg. 4.75m between frames,walls built to 2.4 metres. Thanks
  8. paddyo1

    horizontal forces on base

    I'm trying to calculate horizontal force on a portal frame base. Following the procedure in EC3 manual for design of steelwork and coming up with 1.37 kn. Is this too small a figure for a frame of 18 metre span,6 metre eaves height? I compared it to similar sized frame calculations done by other...

Part and Inventory Search