The elastic properties of concrete under bi-axial loading . CALIBRATION 0? GAUGE 1S55 V/ITI-I JACK B-21G1Renins ^^^^^^ ^^^ 220 6450 300 SPOO 400 10400 500 12550 600 X O v V V 650 15200 760 X ( «^ O w 850 19S00 970 1150 Pfi^OO 1160 Pf5P,00 1260 PRROO 1350 V V 1450 1530 ?^ 00 ^ • 1450 V w V ^ * 1 o 1530 1750 1830 noo rr X U V U 1910 2050 * »> O V 2150 47800 2250 50250 4 r^s 2540 52550 2460 55350 2560 57900 2700 60600 2800 63300 2900 65050 3000 67350 4:23 2500 52800 4:25 2430° 52500 2320° 51400 4:34 2300° 50400 4 144 2290° 49800 4:50 2270° 49100 5:00 2250° 47050 5:27 ° Not plotted. 212
The elastic properties of concrete under bi-axial loading . CALIBRATION 0? GAUGE 1S55 V/ITI-I JACK B-21G1Renins ^^^^^^ ^^^ 220 6450 300 SPOO 400 10400 500 12550 600 X O v V V 650 15200 760 X ( «^ O w 850 19S00 970 1150 Pfi^OO 1160 Pf5P,00 1260 PRROO 1350 V V 1450 1530 ?^ 00 ^ • 1450 V w V ^ * 1 o 1530 1750 1830 noo rr X U V U 1910 2050 * »> O V 2150 47800 2250 50250 4 r^s 2540 52550 2460 55350 2560 57900 2700 60600 2800 63300 2900 65050 3000 67350 4:23 2500 52800 4:25 2430° 52500 2320° 51400 4:34 2300° 50400 4 144 2290° 49800 4:50 2270° 49100 5:00 2250° 47050 5:27 ° Not plotted. 212 CALIBRATION OP GAUGE 849 WITH JACK B-2161 Gau^e Reading Pounds 10 18300 20 58700 25 48-100 50 57700 35 68300 40 78000 87900 96600 58 115000 CALIBRATION 0? :.ISTSR NO. 1 Reading Load in Poimds .0022 3000 38 5000 72 10000 105 15000 140 20000 170 25000 200 30000 229 35000 251 40000 280 45000 305 50000 330 55000 360 60000 390 65000 412 70000 435 75000 462 80000 488 85000 515 90000 540 95000 570 100000
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
