0.50 0.074 0.077 0.080 0.081 0.083 0.084 0.086 0.086 1.00 0.083 0.091 0.098 0.102 0.106 0.109 0.114 0.117 2.00 0.064 0.074 0.083 0.090 0.097 0.102 0.114 0.121 5.00 0.031 0.036 0.042 0.048 0.053 0.058 0.070 0.080 10.00 0.016 0.019 0.022 0.025 0.028 0.031 0.038 0.046 20.00 0.008 0.010 0.011 0.013 0.014 0.016 0.020 0.024 50.00 0.003 0.004 0.004 0.005 0.006 0.006 0.008 0.010 100.00 0.002 0.002 0.002 0.003 0.003 0.003 0.004 0.005 Table 3 Variation of If with D₂/B. B/L, and με B/L με D₤/B 0.2 0.5 1.0 0.3 0.2 0.95 0.93 0.90 0.4 0.90 0.86 0.81 0.6 0.85 0.80 0.74 1.0 0.78 0.71 0.65 0.4 0.2 0.97 0.96 0.93 0.4 0.93 0.89 0.85 0.6 0.89 0.84 0.78 1.0 0.82 0.75 0.69 0.5 0.2 0.99 0.98 0.96 0.4 0.95 0.93 0.89 0.6 0.92 0.87 0.82 1.0 0.85 0.79 0.72 Assume that the foundation is rigid and determine the elastic settlement the foundation would undergo. Use the equations Se = q. (αB') 1- με · Is Iƒ Es and S e(rigid) ≈0.93.S Pe(flexible,center) (Enter your answer to two significant figures.) Se = in. The figure below shows a foundation of 10 ft x 6.25 ft resting on a sand deposit. The net load per unit area at the level of the foundation, qo, is 2100 lb/ft². For the sand, μs = 0.3, E, = 3200 lb/in.², Dƒ = 2.5 ft, and H = 32 ft. Foundation BX L Rigid foundation settlement Flexible foundation settlement H μ, Poisson's ratio E, = Modulus of elasticity Soil Rock Elastic settlement of flexible and rigid foundations Table 1 Variation of F₁ with m' and n' m' n' 1.0 1.2 1.4 1.6 1.8 2.0 2.5 3.0 0.25 0.014 0.013 0.012 0.011 0.011 0.011 0.010 0.010 0.50 0.049 0.046 0.044 0.042 0.041 0.040 0.038 0.038 1.00 0.142 0.138 0.134 0.130 0.127 0.125 0.121 0.118 2.00 0.285 0.290 0.292 0.292 0.291 0.289 0.284 0.279 5.00 0.437 0.465 0.487 0.503 0.516 0.526 0.543 0.551 10.00 0.498 0.537 0.570 0.597 0.621 0.641 0.679 0.707 20.00 0.529 0.575 0.614 0.647 0.677 0.702 0.756 0.797 50.00 0.548 0.598 0.640 0.678 0.711 0.740 0.803 0.853 100.00 0.555 0.605 0.649 0.688 0.722 0.753 0.819 0.872 Table 2 Variation of F2 with m' and n' m' n' 1.0 1.2 1.4 1.6 1.8 2.0 2.5 3.0 0.25 0.049 0.050 0.051 0.051 0.051 0.052 0.052 0.052 0.50 0.074 0.077 0.080 0.081 0.083 0.084 0.086 0.086 1.00 0.083 0.091 0.098 0.102 0.106 0.109 0.114 0.117 2.00 0.064 0.074 0.083 0.090 0.097 0.102 0.114 0.121 5.00 0.031 0.036 0.042 0.048 0.053 0.058 0.070 0.080 10.00 0.016 0.019 0.022 0.025 0.028 0.031 0.038 0.046 20.00 0.008 0.010 0.011 0.013 0.014 0.016 0.020 0.024 50.00 0.003 0.004 0.004 0.005 0.006 0.006 0.008 0.010 100.00 0.002 0.002 0.002 0.003 0.003 0.003 0.004 0.005 Table 3 Variation of If with D₁/B. B/L, and με DIT