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Stair stringer design for continuous kinked stringer

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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