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  1. walrus102882

    1960's Truss analysis-Double angle size

    Hello, I'm analyzing a truss from the mid 60's and some of the bracing utilizes double angles that I'm unable to find in the 4th or 14th editions of the steel manual. The angles used are 1.5"x1.5"x.25". I have field verified these dimensions with the plans. Has anyone experienced something...
  2. walrus102882

    SAP 2000 replacement, current company only uses bentley software.

    Hey All, I'm looking for a Bentley product to replace SAP 2000 which I have been working with for the last 5 years. I need a program which I can model existing buildings and run structural analysis on them for a wide range of projects to these buildings. (ie. overhead cranes supported from...
  3. walrus102882

    When to apply OHSA over IBC and ACSE

    I currently work for the Facility Department of a company classified as General Industry by OHSA, prior to this I worked for a private engineering firm designing bridges. Now I'm dealing with OHSA regulations and I'm curious how other people apply them. For example, I have been asked to look at...
  4. walrus102882

    Steel Tube Cracking

    I'm just curious how others repair a cracked hollow section? I have a hollow section that was not capped and water was able to enter and freeze. This resulted in a vertical crack just above the base plate. Due to the expansion of the steel the concrete was also damaged. In a case like this, I'm...

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