The elastic properties of concrete under bi-axial loading . 251 UNIT STRi^SCES AND UNIT DEFOKlvlATIONS, 2055 Cube 2055-A Unit Gau£;e Line Stress 1 2 3 4 5 6 Averace o ou « .000037c .000077c .000020c .000014c by o lc3t 90t 157c 167c 53 c 20c 1 77c 137c 293c 3l3c 110c 173c 141^ c 387 c 240c 500c 420c 37c 500c Cube 2055-B UnitStress 1 2 5 Gauge Line4 5 6 Average 4S0 . OOOllOc .000040c .000077c .000053t .000017c .000043c .000040c 735 137 c 100c 40c 30t 53c 110c 70c 1110 350c 233 c 150c not 193c 240c 173c 1340 340c 303c 303c ll3t 293c 273c 2S3c 1550 400c 2S5C 323c 0 405c 437 c 307c 1790 403c 4
The elastic properties of concrete under bi-axial loading . 251 UNIT STRi^SCES AND UNIT DEFOKlvlATIONS, 2055 Cube 2055-A Unit Gau£;e Line Stress 1 2 3 4 5 6 Averace o ou « .000037c .000077c .000020c .000014c by o lc3t 90t 157c 167c 53 c 20c 1 77c 137c 293c 3l3c 110c 173c 141^ c 387 c 240c 500c 420c 37c 500c Cube 2055-B UnitStress 1 2 5 Gauge Line4 5 6 Average 4S0 . OOOllOc .000040c .000077c .000053t .000017c .000043c .000040c 735 137 c 100c 40c 30t 53c 110c 70c 1110 350c 233 c 150c not 193c 240c 173c 1340 340c 303c 303c ll3t 293c 273c 2S3c 1550 400c 2S5C 323c 0 405c 437 c 307c 1790 403c 470c 570c 40c 460c 380c 387 c 2200
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
