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The document discusses the stability of unreinforced masonry under compressive loads, focusing on the limitations set by the Masonry Standards Joint Committee (MSJC) regarding allowable axial compression forces. It highlights the theoretical development of stability equations and the misuse of these equations in practice, particularly concerning hollow and partially grouted sections. The paper proposes modifications to address concerns about the existing code equations and their applicability to various mas

Author

Salin Shrestha

Language

EN