Stress Reduction Design Factors for Masonry Wallsby James Colville, (M.ASCE), Assoc. Prof. of Civ. Engrg.; Univ. of Maryland, College Park, Md.,
Serial Information: Journal of the Structural Division, 1979, Vol. 105, Issue 10, Pg. 2035-2051
Document Type: Journal Paper
A simplified design procedure for load bearing brick masonry walls which considers eccentricity of wall loading and wall slenderness is presented. First, simplified wall bearing capacity equations and moment-rotation relations which reflect the effect of wall cracking are developed. Following this, a procedure for estimating the eccentricity of axial load in multi-story masonry structures is presented. Finally relations relating wall load eccentricity, wall slenderness and appropriate design stress reduction factors are given. The procedure is illustrated with a design example.
Subject Headings: Walls | Masonry | Axial loads | Load bearing capacity | Load and resistance factor design | Cracking | Moment (mechanics) | Bricks
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