Abstract
A method of solution to determine beam and column design to stiffen a non-bearing masonry wall is suggested with results given for a 26-ft high wall subjected to 20 psf transverse load. Column and beam design are determined by stiffness requirements with strength requirements being secondary. Maximum column spacing not to exceed wall height is suggested.
Cite
CITATION STYLE
APA
Soltis, L. A., & Tuan, Y. B. (1980). STEEL SUPPORTED MASONRY WALLS. Engineering Journal, 17(1), 11–13. https://doi.org/10.62913/engj.v17i1.347
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