[SML] Loading Bridge design...
Bruce Bennett
bennett.bruce at gmail.com
Mon Jun 2 20:52:55 UTC 2025
We have one 1970-era fly system. It was designed in England - Hall Stage - and is slated for full replacement.
For building code from that era, NYC-specific building code might include something. I’ve had luck in other areas with this code.
Bruce
> On Jun 2, 2025, at 13:10, Will Leonard via Stagecraft <stagecraft at theatrical.net> wrote:
>
>
> Howdy,
>
> We are doing an install on a building that was built in 1976 & I need some information from the experts on the List:
>
> With this project, we are having to work with an Architectural Firm who has no theater experience. We are having to explain to them how things are actually work/are used, which is not a problem because this is very common as we deal with remodels, etc.
>
> However, they are trying to tell us that the loading bridge is only designed for a Live Load of 20psf. This means that 1- we cannot build a scaffolding to reinforce the head steel (as they are requiring) but also that 2- the bridge cannot have the stage weights stacked on it as it was (& has been since the building first opened).
>
> What I am looking for is if someone can quote (or direct me to where I can find) documentation that the building codes of the 1970s required Live Load ratings (150 psf? like the stage floor). I don't want the client to not be able to use their newly installed counterweight system because of incorrect information, so I reach out to the group to see if I am crazy.
>
> Let me know what you think (dangerous request I know) ;)
> - Will Leonard
> Design Manager
> C: 281-752-1060
>
>
>
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