The elastic properties of concrete under bi-axial loading . 221 UlTIT 3 UlIIT , <:5072 . Unit Line stress 1 3 4 5 6 225 .000083c .000097c .000090c .00005SC .000080c .000093c 425 277 c 247c 283 c 190c 363c 630 483c 450c 487 c 3S5C 563c 563c 860 737c 700c 780c 650c 990c lOOOc 1055 973c 927c 1003c 983 c 1553c 1507c 1200 1257 c 1150c 12S0C 1483 c 2460c 2427 c 1465 Gauge Line 7 8 9 10 .000017c ,000027c .00004St .000033t 103c 47c 671 90t 190c 63 c 157t 200t 340c 63 c 4571 5431 450c 60c 977t 1023t 520 c 40 c 24l3t 222Ot c denotes compression, t denotes tension.

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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912