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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 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
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
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
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
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 P1000 (or other) esr report | Eng-Tips I'm working on a project in Anaheim, CA involving cable trays and unistruts My boss, the structural principal at our firm, recently mentioned that we should mention the evaluation report since it's in California Well, this put a monkey wrench in everything I was doing Not only has this
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
Cantilever Calculation for a Unistrut Beam | Eng-Tips Hi all, this might be novice stuff, but I am a novice The reading I have done explains how to work out the forces and moments on a static cantilever beam, but not what is required at the support to provide these reaction forces and moments I need to make sure a cantilever Unistrut beam will