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irregular beam shape design
i am designing a structural steel mullion for a mausoleum that will be infilled with mosaic glass specially made by an artist. the mullions consist of 4 vertical members, 24' in height. the vertical members span from a floor slab to a horizontal beam above. the horizontal beam is continuous, but the beam projects at 45 degrees beginning 5' from the left support to form a gable with a peak at the mid-span. the beam projects back down at 45 degrees to 5' from the right support. i am concerned about horizontal deflection in the irregular shaped beam. the design is similar to a curved beam design. i am looking for design examples to have something to hang the hat on, but am not finding anything. has anyone encountered something similar?
thank you
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this sounds like a pretty simple torsion problem. any decent book on torsion should be able to give you a way of calculating the torsional deflection, then you just add this to the beam deflection to get the total.
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