Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Search results for query: *

  • Users: wiff
  • Order by date
  1. wiff

    Concrete Chloride Testing by ASTM or AASHTO

    Regarding chloride testing of existing concrete roads, both AASHTO and ASTM allow for an acid soluble chloride test or a water soluble chloride test. The acid test is alleged to give results that are 20% higher than the water test. Is either test more appropriate under particular conditions or...
  2. wiff

    Effects of fire on steel

    The steel code has some specific language regarding connections that you may want to read too.
  3. wiff

    Bolted Connections

    Getting away from a standard structural steel connection is risky. The A325 bolt capacities listed in the codes presume matching nuts of A563 and washers ASTM F438 unless specially designed fasteners are provided. There are considerations for faying surfaces, too. Bolting to a steel plate and...
  4. wiff

    Shear Capacity of 1916 Mortar

    Consider having a lab do a Windsor test to establish compressive strength of the mortar. You may find the mortar to be a limestone and sand mix of very low compressive strength. Once you know a bit more about the compressive strength, you may be able to extrapolate, either from the local code...
  5. wiff

    Concrete Placement in Sub Freezing Temperatures

    rjeffery & jheidt - Thanks for the input. In way of feedback, we are staying with the heat and increasing the strength by at least 500 psi. Concrete is being covered with visqueen for 2-3 days, weather dependent. The much bigger challenge turns out to be how to soak the lightweight aggregate...
  6. wiff

    Concrete Placement in Sub Freezing Temperatures

    Good day - Any experience with concrete placement at temperatures in the 20F to 40F range without use of heat? Some manufacturers admixtures are advertised to protect the concrete down to 20F. Ever the skeptics, we are seeking input from unbiased, experienced sources. Situation is lightweight...
  7. wiff

    Bad, Epoxy secured Guy Fittings!!

    Also consider the performance of epoxy at elevated temperatures. You'll probably find the zinc poured fittings outperform the epoxies.
Back
Top