The elastic properties of concrete under bi-axial loading . 275 miH STRESS7JS AMD UlTIT DEPORl/xATIOIIS, 206S. Unit Gauee Lines Stress g 10 19 20 115 000000 OOOOGOc .000017t .000043t 83 c 231 lot 340 60c I30c 07c 27 c O f c 1S3C 43 c 37 c 570 77c 157c 63c 53 C 685 83 c 163c 80c 57 c 790 60c 127 c 127 c 85c 910 73c I37c 187 c lS3c 1030 100c 117c 230c 137 c 1040 t denotes tension, c deno tes compre. 276 UNIT STRESSES AliD UIJIT EXPAITSIONS, 2063. Horizontal Arm Cross UnitStress ExpansionBefore After Unit Stress ExpansionBefore After 115 .000000 .000000 230 Olt Olt 115 and 225 .000002t .000002t 5
The elastic properties of concrete under bi-axial loading . 275 miH STRESS7JS AMD UlTIT DEPORl/xATIOIIS, 206S. Unit Gauee Lines Stress g 10 19 20 115 000000 OOOOGOc .000017t .000043t 83 c 231 lot 340 60c I30c 07c 27 c O f c 1S3C 43 c 37 c 570 77c 157c 63c 53 C 685 83 c 163c 80c 57 c 790 60c 127 c 127 c 85c 910 73c I37c 187 c lS3c 1030 100c 117c 230c 137 c 1040 t denotes tension, c deno tes compre. 276 UNIT STRESSES AliD UIJIT EXPAITSIONS, 2063. Horizontal Arm Cross UnitStress ExpansionBefore After Unit Stress ExpansionBefore After 115 .000000 .000000 230 Olt Olt 115 and 225 .000002t .000002t 540 Olt Olt 460 04t 04t 230 and 435 061 570 04t 04t 685 06t 06t 340 and 860 I2t 14t 790 lot lot 910 lit lit lOlt^ 460 and 910 171 I38t^ 1030 loot - 570 and 1080 I40t I40t 685 and IS00 I44t 1451 790 and 1500 I54t I55t 910 and 16S0 151t 161t372t^ 1030 and 1915 574t Z Ins trument d i s turb ed, readings talcen afterward . t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
