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Recent content by LFOD

  1. LFOD

    Stainless Steel 316L Bent Plate

    Try the Specialty Steel Industry of North America's website. www.ssina.com
  2. LFOD

    Lock washers with nylock type nuts?

    Sounds like a fatigue situation or cyclical loading. Therefore the idea would be to keep the nut on. If it's pretensioned and normally in tension, then there should be little if any increase in axial stress. Mind you I'm speaking of high strength bolts (A325 & A490). Nylock nuts wouldn't apply...
  3. LFOD

    Cracks in new CMU basement wall

    Check the National Concrete Masonry Association's web site for their TEK manuals for Movement Control (10). http://ncma.org/map_pages/state_finder.cfm
  4. LFOD

    Old House, no insulation, interior plaster removed...what to do?

    In the US we normally call K factor U. The inverse of R. Just as in cold climates insulation keeps heat in, in warm climates it also keep heat out. The two most widely used types of insulation are rigid and fiberglass batt. Each has it's own positive attributes and applications. Don't go with...
  5. LFOD

    Stainless Steel 316L Bent Plate

    Thanks Aviat. The plate I'm using is 1/2" thick though.
  6. LFOD

    Lock washers with nylock type nuts?

    Another alternative: 4. Wreck threads AOBE
  7. LFOD

    Stainless Steel 316L Bent Plate

    Does anyone know of any minimum bend radii requirements for stainless steel type 316L.
  8. LFOD

    I'm renovating a 1937 building (WPA era)

    Mattman, Please fax any and all info you might have on this system to me. (631)288.2480 On the original conctract documents it calls for 3.5" thick gypsteel planks. It is in the field as you say 30"+/- spans, the only difference is there's what looks like an inverted TEE beam of the...
  9. LFOD

    I'm renovating a 1937 building (WPA era)

    Kenneth, Thanks. It's not the same project. In my search for info, on this ancient material, I did find the same archive you reference at the SEAINT site about a month ago and contacted that source. He too had no luck in finding any info. He had an easy way to work around his dilemma. Mine is...
  10. LFOD

    I'm renovating a 1937 building (WPA era)

    I'm renovating a 1937 building (WPA era). Some of the floor "slabs" are of a material called GYPSTEEL. They are 3.5" deep precast hollow core gypsum planks spanning between steel beams/girders 8.0'+/-. Has anyone ever come across or have any performance data, properties, etc. for...

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