Deformation Dial reading Load Dail reading 20 4 40 60 12 80 19 100 21 120 24 140 26 160 30 180 33 200 35 220 38 240 42 260 46 280 50 300 54 320 58 340 62 360 66 380 70 400 75 420 80 440 85 460 90 480 95 500 100 520 110 540 115 560 120 580 125 600 130 620 135 640 140 660 145 700 150 720 150 740 150 Do Unconfined compressive test calculation And stess-strain curve and mohr's circle If Unconfined compressive strength/ Data Sheet abrove
Deformation Dial reading Load Dail reading 20 4 40 60 12 80 19 100 21 120 24 140 26 160 30 180 33 200 35 220 38 240 42 260 46 280 50 300 54 320 58 340 62 360 66 380 70 400 75 420 80 440 85 460 90 480 95 500 100 520 110 540 115 560 120 580 125 600 130 620 135 640 140 660 145 700 150 720 150 740 150 Do Unconfined compressive test calculation And stess-strain curve and mohr's circle If Unconfined compressive strength/ Data Sheet abrove
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Deformation Dial reading Load Dail reading 0 20 40 60 12 80 19 100 21 120 2 140 26 160 30 180 33 200 35 220 38 240 a2 260 46 280 50 300 54 320 58 340 62 360 66 380 70 400 75 420 80 440 85 260 90 480 95 500 100 520 110 540 115 560 120 580 125 600 130 620 135 640 140 660 145 700 150 720 150 740 150 Do Unconfined compressive test calculation And stess-strain curve and mohr’s circle If Unconfined compressive strength / Data Sheet abrove Sample data: D= 7.29 cm L=14.78cm Deformation dial: 0.1mm Load dial: 0.3154 Ib Use KN for load and KPa for stress
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