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Masonry Openings

Masonry Openings

Masonry Openings

(OP)
I have some 16'-0" masonry openings.  I'm providing wide flange lintels to support the masonry.  These lintels also see a wind load.  Should these lintels be designed for an unbraced length of 16'-0" for the gravity load?

RE: Masonry Openings

Yes, the lintel should be designed for the full unbraced length equal to the span unless there is a floor or roof or other lateral support provided at the top flange of the lintel.

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