Please round to the nearest One (i.e., 1). No Comma!The results of a plate-load test in a sand soil are shown below. The size of the plate is 0.625m x 0.625m. If a square column foundation (5m x 5m) that should carry a load of 12500kN, what is the estimated settlement of the foundation?**Table:**| Load/unit area (kN/m²) | Settlement (mm) ||------------------------|-----------------|| 200 | 6 || 300 | 9 || 400 | 13 || 500 | 20 || 600 | 29 |**Graph Explanation:**The graph depicts the relationship between Load/unit area (kN/m²) and Settlement (mm). As the load/unit area increases, the settlement of the foundation also increases. The curve shows a non-linear increase in settlement with increasing load.To estimate the settlement for the given load, you can interpolate using the existing data points on the graph or table.**Answer:**Answer = ______ mm

solution given the load = 12500KN column foundation area (A) = 5m x 5m = 25 sq mts the load per unit area = 12500/25 = 500 KN/sq mts so from the given table it is clear the for the load / unit area of 500 KN/m2 the estimated settlement turns out to be 20mm

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The results of a plate-load test in a sand soil are shown below. The size of the plate is 0.625m x 0.625m. If a square column foundation (5m x 5m) that should carry a load of 12500KN, what is the estimated settlement of the foundation?

The results of a plate-load test in a sand soil are shown below. The size of the plate is 0.625m x 0.625m. If a square column foundation (5m x 5m) that should carry a load of 12500KN, what is the estimated settlement of the foundation?

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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