find missing values from concrete data below

7 day/14 day/21 day/28 day

28 day load v dial gauge reading

missing values needed to be filled out

7-day ID Diameter (in) Height (in) weight (lb) Unit weight (lb/ft) Load (lb) Compressive strength (Ps) 3.96 3.98 3.99 7.99 8.001 7.992 8.82 8.89 8.94 38362 40641 40176 3.97 3.98 3.99 7.997 8.002 7.997 8.97 9.11 51801 50499 52284 9.03 Sample 1 Sample 2 Sample 3 14-day Sample 4 Sample 5 Sample 6 21-day Sample 7 Sample 8 Sample 28-day Sample 10 Sample 11 Sample 12 8.001 3.98 4.01 9.12 9.12 7.998 7.999 57753 54870 57102 3.99 9.09 8 3.99 4.00 3.99 8.01 9.13 9.15 9.13 63537 64374 63612 7.998 Guage length (in) = Sample 10 Sample 11 Sample 12 Load, lb 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 22000 24000 26000 28000 30000 32000 34000 Deflection (in) 0 0.001 0.0025 0.004 0.005 0.0075 0.0095 0.014 0.0165 0.02 0.022 0.0245 0.03 0.0335 0.038 0.0425 0.049 0.055 Load, lb 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 22000 24000 26000 28000 30000 32000 34000 Deflection (in) 0 0 0.0005 0.001 0.002 0.0025 0.003 0.0035 0.004 0.005 0.0055 0.0065 0.007 0.009 0.0115 0.014 0.018 0.0225 Load, Ib 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 22000 24000 26000 28000 30000 32000 34000 Deflection (in) 0 0 0.001 0.003 0.005 0.01 0.0125 0.0155 0.018 0.0195 0.022 0.0265 0.029 0.034 0.0395 0.043 0.0475 0.0515 Cylinder 1 Stress Straja, psi in./in. Cylinder 2 Stress, Strain, psi in./in. Cylinder Stress, Strain, psi in. in. Meas Stress, Strain, psi is in Obtain 25-day average modulus of elasticity and compare it with the theoretical values Tet Area, Fracture fe, Modulus of Stress Strais Stress at Strais No. Load, Elasticity, at 4096 at 109 Strais 50E-6, Ib. Theoretical, fc, psi 50E-6, is in psi in.is psi Pub Modulus of Elasticity, Experimental psi 16 2 7-day ID Diameter (in) Height (in) weight (lb) Unit weight (lb/ft) Load (lb) Compressive strength (Ps) 3.96 3.98 3.99 7.99 8.001 7.992 8.82 8.89 8.94 38362 40641 40176 3.97 3.98 3.99 7.997 8.002 7.997 8.97 9.11 51801 50499 52284 9.03 Sample 1 Sample 2 Sample 3 14-day Sample 4 Sample 5 Sample 6 21-day Sample 7 Sample 8 Sample 28-day Sample 10 Sample 11 Sample 12 8.001 3.98 4.01 9.12 9.12 7.998 7.999 57753 54870 57102 3.99 9.09 8 3.99 4.00 3.99 8.01 9.13 9.15 9.13 63537 64374 63612 7.998 Guage length (in) = Sample 10 Sample 11 Sample 12 Load, lb 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 22000 24000 26000 28000 30000 32000 34000 Deflection (in) 0 0.001 0.0025 0.004 0.005 0.0075 0.0095 0.014 0.0165 0.02 0.022 0.0245 0.03 0.0335 0.038 0.0425 0.049 0.055 Load, lb 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 22000 24000 26000 28000 30000 32000 34000 Deflection (in) 0 0 0.0005 0.001 0.002 0.0025 0.003 0.0035 0.004 0.005 0.0055 0.0065 0.007 0.009 0.0115 0.014 0.018 0.0225 Load, Ib 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 20000 22000 24000 26000 28000 30000 32000 34000 Deflection (in) 0 0 0.001 0.003 0.005 0.01 0.0125 0.0155 0.018 0.0195 0.022 0.0265 0.029 0.034 0.0395 0.043 0.0475 0.0515 Cylinder 1 Stress Straja, psi in./in. Cylinder 2 Stress, Strain, psi in./in. Cylinder Stress, Strain, psi in. in. Meas Stress, Strain, psi is in Obtain 25-day average modulus of elasticity and compare it with the theoretical values Tet Area, Fracture fe, Modulus of Stress Strais Stress at Strais No. Load, Elasticity, at 4096 at 109 Strais 50E-6, Ib. Theoretical, fc, psi 50E-6, is in psi in.is psi Pub Modulus of Elasticity, Experimental psi 16 2