Estimate the elastic settlement below the center of the loaded 1.6m and H. Use Eq. (8.16). area. Assume that D, 210 kN/m² H 8.3. A planned flexible load area (see Figure P8.3) is 2 m x 3.2 m and carries a uniformly distributed load of 210 kN/m². Figure P8.3 2 m x 3.2 m Silty sand E,-8500 kN/m² 14,-0.3 Rock

Structural Analysis
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Chapter2: Loads On Structures
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Estimate the elastic settlement below the center of the loaded
area. Assume that D, 1.6 m and H. Use Eq. (8.16).
210 kN/m²
H
8.3
A planned flexible load area (see Figure P8.3) is 2 m x 3.2 m
and carries a uniformly distributed load of 210 kN/m².
Figure P8.3
2m x 3.2 m
Silty sand
E, 8500 kN/m²
M. 0.3
Rock
Transcribed Image Text:Estimate the elastic settlement below the center of the loaded area. Assume that D, 1.6 m and H. Use Eq. (8.16). 210 kN/m² H 8.3 A planned flexible load area (see Figure P8.3) is 2 m x 3.2 m and carries a uniformly distributed load of 210 kN/m². Figure P8.3 2m x 3.2 m Silty sand E, 8500 kN/m² M. 0.3 Rock
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