The elastic properties of concrete under bi-axial loading . 245 UNIT G TKHSSSS AlJD UNIT DEPORI^IATIOilS, 2055 UnitStress 1 2 Gauge3 Line4 5 6 225 •OOOOlOt 000020c •OOOOScc .000183t .0000G7t . 000035c 450 100c 90c 140c I20t 47 c 185 c 670 247c 200c 253 c 117t 100c 253 C 890 427 c 363 c 417c 1271 177c 527c 825^ 1231^ 5450^ 460c^ 1095 653c 530c 600c 60t 557c 495c 1290 887c 770c 817c 60t 425c 587 c Unit Stress 7 8 Gauge10 Line11 12 13 225 ,000083c .000085c .0001030 .000053c .000045c . 000090c 450 200c 1850 SOOc 185 c 165c 240c 670 200c 367 c 420c 270c 217c 420c 890 347 c 530c 593 c 355c 280 c 570
The elastic properties of concrete under bi-axial loading . 245 UNIT G TKHSSSS AlJD UNIT DEPORI^IATIOilS, 2055 UnitStress 1 2 Gauge3 Line4 5 6 225 •OOOOlOt 000020c •OOOOScc .000183t .0000G7t . 000035c 450 100c 90c 140c I20t 47 c 185 c 670 247c 200c 253 c 117t 100c 253 C 890 427 c 363 c 417c 1271 177c 527c 825^ 1231^ 5450^ 460c^ 1095 653c 530c 600c 60t 557c 495c 1290 887c 770c 817c 60t 425c 587 c Unit Stress 7 8 Gauge10 Line11 12 13 225 ,000083c .000085c .0001030 .000053c .000045c . 000090c 450 200c 1850 SOOc 185 c 165c 240c 670 200c 367 c 420c 270c 217c 420c 890 347 c 530c 593 c 355c 280 c 570c 825^0 5lOc^ 1450^ 260c^ lOc^ 271^ 507c^ 1095 343c 677c 697c 580c 210c 707c 1290 370c 1120c 885c 517c 5S0c 850c z Series of observations taken while horizontal load was removed for change of gaviges. c denotes compression , t deno tes Unitstress 10951290 UNIT GTKESSLS AND UlTIT , 2053 Gauge Line 14 15 16 17 18 20 225 • OO0l3Lc .000213c .000017t .000030c .000197c .000083c 450 273c 320c 00 120c 357c 250c 67 C 473c 497 c 03c 163 c 437c 453c 890 600c 640c 87c 283c 607c 670c 825^OZ 577c^ 657c^ 107c^ 467c^ 790c^ 777 c947c 783c9870 120c187c 460c550c 830c917c 903c Unit Gauge Line Stress 21 22 23 24 225 .000107c .000143c . 000037c .000040c 450 307c 293c 180c 223c 670 497c 43 Oc 280c 303c 890 647 c 653c 427c 433c 0^ ll3c^ 147 c^ 53t^ lOt^ 1095 807c 783c 513c 490 c 1290 1063c 870c 737c 633c z Series of observations tglcen !:7hile hori removed for change of gatiges. c denotes compression, »t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912