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. Estimate the elastic settlement below the center of the loaded area. Assume that D₁ = 1.6 m and H = ∞. Use Eq. (8.16). Figure P8.3 ▸ Details 210 kN/m² 2mx3.2m Rock Silty sand E,- 8500 kN/m² P₂-03

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. Estimate the elastic settlement below the center of the loaded area. Assume that D₁ = 1.6 m and H = ∞. Use Eq. (8.16). Figure P8.3 ▸ Details 210 kN/m² 2mx3.2m Rock Silty sand E,- 8500 kN/m² P₂-03

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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