job(industrial application). Height to second floor is 10' with a 4'
long landing. I just took the total length of it and calculated the
moment which required a light channel. Ended up using a C10x15.3 because
I could put a decent size hand-rail/guard-rail post on the top flange.
Gary
Jim Wilson wrote:
> What is the proper way to analyze/design a steel channel stair
> stringer when the stringer is continuous from the angled riser through
> to the end of the level platform? There would be a laterally braced
> full pen weld at the angle point.
>
> Is this just a simple span beam calc for the full length? Or is there
> another way to model the angled section with simple methods?
>
> Jim Wilson, PE
> Stroudsburg, PA
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