The elastic properties of concrete under bi-axial loading . 273 imi7 AiTD UITIT , 2001 To tal Computed Gaiige Line Load Unit lb. S ::ress,f c 1 2 3 4 5 9800 230 .000007t ,000007t .000010t .000010c ,000017c 19900 390 lot 20t 10c 63 c 117c 30000 G70 40t 271 231 100c 2l0r 40000 840 50t 50t sot 143 c 3 IF- r 50000 1050 471 74t 7t 230c 410c 60000 1180 831 80t I3t 300c 533 c 70000 1540 1271 12St 30t 377 c 637c 80000 1460 1471 I50t 40t 4S3c 740c 90000 1500 190t 1806 40t 540c 890c 100000 1665 c denotes compressiont denotes tension. 279 UNIT STRESSES AND UNIT DEPORI^IATIONS, 2001GauGe Lin
The elastic properties of concrete under bi-axial loading . 273 imi7 AiTD UITIT , 2001 To tal Computed Gaiige Line Load Unit lb. S ::ress,f c 1 2 3 4 5 9800 230 .000007t ,000007t .000010t .000010c ,000017c 19900 390 lot 20t 10c 63 c 117c 30000 G70 40t 271 231 100c 2l0r 40000 840 50t 50t sot 143 c 3 IF- r 50000 1050 471 74t 7t 230c 410c 60000 1180 831 80t I3t 300c 533 c 70000 1540 1271 12St 30t 377 c 637c 80000 1460 1471 I50t 40t 4S3c 740c 90000 1500 190t 1806 40t 540c 890c 100000 1665 c denotes compressiont denotes tension. 279 UNIT STRESSES AND UNIT DEPORI^IATIONS, 2001GauGe Line 6 7 8 9 10 11 12 .00007CC .0000430 .000020t .000057t .000037t .000017t .000100c I35c 97c 23c 60t 77t 87t 183c 253c 2l7c 97c 40t 97t 170t 540c 310c 257c 120c I23t 87t 190t 510c 43SC 363c 1700 93t 90t 183t 6330 5030 4730 250c 117t 117t 240t 870c 6330 560c 307c 140t I57t 270t 1067c 720c 6530 327c 157t 197t 507t l267c 870c 770c 2770 175t 237t 360t 1537c
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
