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- Strength of unistrut section | Eng-Tips
I been trying to figure out the strength of a channel shape unistrut bar bolted on a rolling load table, which will be subjected to a concentrated load applied through a ball screw Would some one help me get through this?
- 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
- 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
- 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
- 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
- P1001 Unistrut Design for Ceiling Mounted 2-tons Cath Lab
Hi Everyone, Thanks in advance for your valuable time and feedback A bit of background: I am a junior engineer, fresh out of college, and have been given the opportunity to design a unistrut frame that will carry a ceiling mounted cauterization lab machine weighing 2-tons for a hospital (ref
- 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
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