Cyclic Tests of Cantilever CMU Wall Specimen UT-PBF-05 at UT Austin with Aspect Ratio Equal to 4.50

Specimen UT-PBF-05 has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required a normalized axial load ratio P / (fm Ag) of 0.00. The vertical reinforcement ratio was 0.0129, with No. 8 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0033, with No. 4 bars at 8 in. The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476. This folder contains all the design details, material properties, and data obtained during the tests.