A new residence has a column load of 24000 kN. This is supported via a 3m by 4mrectangular footing whose bottom is 1m below the surface of this homogenous lateritic soillayer. 5m below the footing, there is a 6m thick clay layer. The clay layer has a unit weight of18.0 kN/m³, void ratio (e) of 0.67, and compressibility index (Cc) of 0.237. The lateritic soilhas a unit rate of 19 kN/m³a. Find the initial vertical stress at depth of 6m from the surface.b. Find the vertical stress increment at the depth of 5m below the centre and corner ofthe loaded area.c. Determine the total vertical stress at depth 5m below the bottom of the foundation.d. Calculate the settlement in the clay layer at the corner of the loaded area. A new residence has a column load of 24000 kN. This is supported via a 3m by 4mrectangular footing whose bottom is 1m below the surface of this homogenous lateritic soillayer. 5m below the footing, there is a 6m thick clay layer. The clay layer has a unit weight of18.0 kN/m³, void ratio (e) of 0.67, and compressibility index (Cc) of 0.237. The lateritic soilhas a unit rate of 19 kN/m³a. Find the initial vertical stress at depth of 6m from the surface.b. Find the vertical stress increment at the depth of 5m below the centre and corner ofthe loaded area.c. Determine the total vertical stress at depth 5m below the bottom of the foundation.d. Calculate the settlement in the clay layer at the corner of the loaded area.

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a. Find the initial vertical stress at depth of 6m from the surface. b. Find the vertical stress increment at the depth of 5m below the centre and corner of the loaded area. c. Determine the total vertical stress at depth 5m below the bottom of the foundation.

a. Find the initial vertical stress at depth of 6m from the surface. b. Find the vertical stress increment at the depth of 5m below the centre and corner of the loaded area. c. Determine the total vertical stress at depth 5m below the bottom 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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Masonry wall construction

Masonry walls of various sorts are utilized in building construction. Masonry walls are the most enduring feature of any structure or building. It separates a structure from the outside world. In masonry construction, the common masonry materials used are building stone, brick, cast stone, glass block, and concrete block. Masonry construction is a type of construction that has the highest durability.

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A new residence has a column load of 24000 kN. This is supported via a 3m by 4m
rectangular footing whose bottom is 1m below the surface of this homogenous lateritic soil
layer. 5m below the footing, there is a 6m thick clay layer. The clay layer has a unit weight of
18.0 kN/m³, void ratio (e) of 0.67, and compressibility index (Cc) of 0.237. The lateritic soil
has a unit rate of 19 kN/m³
a. Find the initial vertical stress at depth of 6m from the surface.
b. Find the vertical stress increment at the depth of 5m below the centre and corner of
the loaded area.
c. Determine the total vertical stress at depth 5m below the bottom of the foundation.
d. Calculate the settlement in the clay layer at the corner of the loaded area.

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