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Analysis of test results
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4-in brick 8-in hollow block 8-in hollow concrete approximately ASTM axial load capacity block cavity walls block compressive block prisms bond mortar brick and block brick walls centroid composite brick composite walls compressive stress computed concrete block walls concrete masonry units cracking line deflection equation failure fiberboard flexural compressive strength high prisms hollow concrete block horizontal interac interaction curve interaction diagram kip-in FIGURE linear load-deflection curves loads and moments LOAO magnifier method masonry walls maximum ment mid-height Midspan modulus of elasticity NCMA percent pin-ended plaster plotted predicted pressive prism strength prism tests Relationship between vertical SCPI section capacity section cracking short-wall shown in figure slenderness effects stiffness strength of masonry stress-strain stress-strain curves tensile strength test results theoretical tion transverse load transverse strength type N mortar vertical compressive load vertical load wall panels wall specimens wall strength wall systems walls tested walls with Type wythe