Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations KootK 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: muyi74
  • Order by date
  1. muyi74

    Bathroom over expansion/contraction joint

    As it has been pointed out above it is not a good practice and should be entirely avoided . I would suggest a re-location of the bathroom elsewhere. @#@#@#@
  2. muyi74

    Calculation reviews

    [b]srbu[b] To reinforce what has been said above by other contributors, i would first and foremost want you to view the situation as an oppotunity to go thru. (and probably)learn from the design calculations of an experienced Engineer. Secondly, i would not advise you to sign. Instead discuss...
  3. muyi74

    Existing RC slab evaluation

    RiBeneke the upstand beams would be supported by what?? @#@#@#@
  4. muyi74

    Existing RC slab evaluation

    From what you have stated, there is no way that that slab would hold. So the best option is to break the span of the slab to reduce the mid-span moments. Incorporate UB(Universal Beam)steel section to run below the roof slab along the shorter span to break the 9m span edge into two-halves. The...
  5. muyi74

    Bid Ethics

    i agree with redtrumpet about the client having an independent and qualified consultant who would do all the background checks and follow up. It's unfortunate that the other company had to reduce themselves to badmouthing. Such practice should be penalised in the profession as it is against the...

Part and Inventory Search