A rigid foundation is subjected to a vertical column load, in Figure 11.43. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Given: B = 2 m; L = 3 m; D; = 1.5 m; H = 4 m; E, = 13,500 kN/m²; and µ, = 0.4. 355 kN, as shown Foundation BXL Soil 4, = Poisson's ratio E, = modulus of clasticity H Rock

A rigid foundation is subjected to a vertical column load, in Figure 11.43. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Given: B = 2 m; L = 3 m; D; = 1.5 m; H = 4 m; E, = 13,500 kN/m²; and µ, = 0.4. 355 kN, as shown Foundation BXL Soil 4, = Poisson's ratio E, = modulus of clasticity H Rock

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Describe The horizontal component of an inclined load acts to slide the foundation.
The type of foundation classified based on a. Length / Breadth Ratio b. Depth / Breadth Ratio O . Breadth / Depth Ratio d. Depth / Length Ratio
A square column with side dimension of 40 mm rests on top of a timber footing. It is determined that the column carries an axial load of 621 kN. If the punching strength of concrete is 17.40 MPa, determine the minimum thickness (mm) of the footing.
It is required to design and provide reinforcement details for an isolated footing for a column in a building. Following data are available: Data: Safe bearing capacity of soil = 220 kN/m? at a depth of 1 m below ground level Column cross section: 400 mm x 400 mm Characteristic axial permanent action [Dead Load] on column: 1200 kN. Characteristic axial variable action [Imposed Load] on column: 720 kN Characteristic strength of concrete (fk)=30 N/mm2 • Characteristic strength of steel reinforcement (fyk) =500N/mm2 Effective cover to reinforcement on all sides(d') = 50mm. (a) Determine the area and dimensions of the isolated footing required (b) Calculate the effective depth of footing required from punching shear and bending moment considerations. (c) Assess the area and spacing of steel reinforcement required in both directions and compare whether the steel areas provided are within the maximum and minimum steel area requirements. (d) Draw a plan and the longitudinal sectional…
The subject is vibration engineering. please make the solution clean and understandable. thanks
3........ 2 decimal places for the answer
EXAMPLE-H.W. For the foundation shown in the below; estimate quantity of Reinforcement. Depth of foundation = 1.00 m, 5 0.5 m 16db 0 100 150 60db 20@200
X=30
A square column with side dimension of 40 mm rests on top of a timber footing. It is determined that the column carries an axial load of 621 kN. If the punching strength of concrete is 17.40 MPa, determine the minimum thickness (mm) of the footing.
When does the no-support condition exists in quicksand?
A 50 year old 5 storey building is near a creek and railway. It is said that the building is leaning at small increment over a period of time. Write a technical report about the foundation and What will you recommend as an Engineer.
Explain the reasoning which describe the concept of the floating foundation.