The elastic properties of concrete under bi-axial loading . 222 UNIT STRESSES AIID Ul^IT DEPOKI^IATIOIIS, 2072 Unit Gause Line o xress 11 12 13 14 15 16 220 .000117c .000120c • UUUUUo c .ooooy/c .000110c .OOOlOoC 410 277c 243c 213C 167c 505c 510c 610 410c 387 c 547 c 265c 505c 505c 627 c 637 c 527 c 425 c S17c 870c 1000 867c 8S3c 747 c 587 c 1125 c 1255 1150 1177c 1120c 1020c 785c 1730c 2000c 14o5 Gauge Line 17 18 19 20 .000010c .000003t .000007t .000007t 74c 03c 551 57t 157c 07c 971 90t 245 c 331 190t 2251 S17C 571 5871 4S5t 307c 471 15651 7l5t c denotes compression, t denotes 22Z

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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912