The elastic properties of concrete under bi-axial loading . ? 1. 88 We should, hov/ever, expect the specimen to fail outside thecross in this instance even though the load was somev/hat eccen-tric. It is possible too that the specimen T7as damaged inhandling. The stress-deformation curves on the arm (gauce-lines1, 2, 3, 11, 12, and 12) shOYT that the eccentricity, if anyexisted, ivas not great in amount at the lop of !he is possible that there an eccentricity at the bottom ofthe short vertical arm caused by uneven bedding. 207S. An expansometer T7as placed on the vertics-l ar
The elastic properties of concrete under bi-axial loading . ? 1. 88 We should, hov/ever, expect the specimen to fail outside thecross in this instance even though the load was somev/hat eccen-tric. It is possible too that the specimen T7as damaged inhandling. The stress-deformation curves on the arm (gauce-lines1, 2, 3, 11, 12, and 12) shOYT that the eccentricity, if anyexisted, ivas not great in amount at the lop of !he is possible that there an eccentricity at the bottom ofthe short vertical arm caused by uneven bedding. 207S. An expansometer T7as placed on the vertics-l arm butnot on the cross. Tlie extra gau^e-lines which 7:ere placed on2072 were placed on 207c to determine the distribution ofdeformation. Failure occurred at a load of 127500-lb., or 1960lb. per , by crushing at the top and diagonally acrossthe vertical arm. Tlie oracles on one side extended well into thecross Then the specimen was further deformed and reached intothe horizontal arms. See Pig. 24 on page 89. The distributionof deformation over the cross i
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
