copy and paste this google map to your website or blog!
Press copy button and paste into your blog or website.
(Please switch to 'HTML' mode when posting into your blog. Examples: WordPress Example, Blogger Example)
Input Form:Deal with this potential dealer,buyer,seller,supplier,manufacturer,exporter,importer
(Any information to deal,buy, sell, quote for products or service)
NFPA #13, Trapeze Hangers Unistrut. | Eng-Tips I would also note that unistrut (generic) is NOT listed in any NFPA "tables" So while you see NFPA 13 showing examples of how to determine the section moduls for and angle iron trapeze member, what you are overlooking is what are the limitations of the "table" All I am saying is be careful, think about what you are doing
Unistrut Weld Detail | Eng-Tips What do you guys think about this detail? The legs of the unistrut are facing downwards The load is only about 150bs The existing unistruts are already welded in this manner so I am trying to match them I could add some small clip angles, if needed
Building a three tier brew stand with Unistrut - Homebrew Talk I could use Unistrut Product Group or Unistrut Product Group I planned on a three tier verticle tower with square frames off of the main pole for three burners it seems simple but wanted to get some ideas as to one parts to use They are plenty strong and have some nice fittings to make a frame with out any welding any thoughts?
Uni-strut and clamps used as fire sprinkler pipe hangers WE are seeing more and more cases of unistrut type systems fastening sprinkler piping to building structure If oriented so that piping is not hanging down against the clamp, the shear or slip load limits are small enough so that the piping does not meet the 5X weight of water-filled pipe + 250
Unistrut Yield Strength | Eng-Tips Unistrut reported to me that their Unistrut steel is 33 ksi steel that has been cold rolled to 42 ksi Does that happen because of compression during the cold rolling process? If not, how, then is 33 ksi steel converted to 42 ksi? Therefore, can i use Fy = 42 ksi? I realize i can contact
Unistrut Properties Calculation | Eng-Tips I have a project in Los Angeles in which I have specified a considerable amount of unistrut I specified the unistrut based on the published allowable values in the Unistrut catalog LA plancheck is requiring calculations verifying the allowable properties shown in the catalog since Unistrut
AISC Section Classification for Unistrut | Eng-Tips The Unistrut is P1000 profile so is basically a 41mm x 41mm x 2 5mm thick channel with the toes of the channel flange turned back into a return I was looking at the section classification for the channel flange (Table B4 1b) and with a b t = 16 4 the flange is classed as Non Compact
Unistrut Connection Capacity for General Fittings | Eng-Tips I am putting together some drawings for a multi-discipline utility rack and I'm using Unistrut tracks and fittings Their engineering catalog shows beam and column capacities for their tracks and a handful of fitting capacities, but I'm finding a lot of gaps in their published load tables So