The elastic properties of concrete under bi-axial loading . UNIT 3TRES3]]:3 AND UNIT DEP OHIvIATIONo , 2073. UnitStress 11 12 Gauge13 Line14 15 16 240 .000200c .000193c .000147c .000097c .000093c .0000730 450 367c 357c 287 c 230c 197 c 167 c 670 490c 483c 410c 300c 253c 220c 890 693c 673c 573c 417c 370c 330c 1095 903c 873c 787c 540c 493 c 460c 1515 1177c 1117c 1040c 720c 610c 6130 1500 1493c 1387 c 867c 773c 750c 1960 17 18 Line19 20 ExpansoinetonArm er .000070c .000003t •000050t .000057t .000052t 73c 37 c 37t 431 55t 70c 30o 113t 140t 98t 90c 20t l5St 1931 loot 183 c 03c 2131 303t 120t 1
The elastic properties of concrete under bi-axial loading . UNIT 3TRES3]]:3 AND UNIT DEP OHIvIATIONo , 2073. UnitStress 11 12 Gauge13 Line14 15 16 240 .000200c .000193c .000147c .000097c .000093c .0000730 450 367c 357c 287 c 230c 197 c 167 c 670 490c 483c 410c 300c 253c 220c 890 693c 673c 573c 417c 370c 330c 1095 903c 873c 787c 540c 493 c 460c 1515 1177c 1117c 1040c 720c 610c 6130 1500 1493c 1387 c 867c 773c 750c 1960 17 18 Line19 20 ExpansoinetonArm er .000070c .000003t •000050t .000057t .000052t 73c 37 c 37t 431 55t 70c 30o 113t 140t 98t 90c 20t l5St 1931 loot 183 c 03c 2131 303t 120t 197c 071 clOt 3831 181t 253c 171 457t 530t 262t o denotes compression, t denotes o o o lO »o o o o 1 o o 2050 Rr-st Tes-^ 0° S— oO) I 23 ° 13o 14 ° 15 3 oi-j + h O O o (0 r: « o o o (9
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
