The vertical stress at some depth below the corner of a 2m x 3m rectangular footing due to a certain load intensity is100 kN/m?. What will be the vertical stress in kN/m? below the centre of a 4m x 6m rectangular footing at the samedepth and same load intensity ?

To Find :- stress at the centre of 4m × 6m footing

The vertical stress at some depth below the corner of a 2m x 3m rectangular footing due to a certain load intensity is 100 kN/m². What will be the vertical stress in kN/m? below the centre of a 4m x 6m rectangular footing at the same depth and same load intensity ?

The vertical stress at some depth below the corner of a 2m x 3m rectangular footing due to a certain load intensity is 100 kN/m². What will be the vertical stress in kN/m? below the centre of a 4m x 6m rectangular footing at the same depth and same load intensity ?

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Stresses In A Soil Mass

Section: Chapter Questions

Problem 8.22P: A flexible circular footing of radius R carries a uniform pressure q. Find the depth (in terms of R)...

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Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

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The vertical stress at some depth below the corner of a 2m x 3m rectangular footing due to a certain load intensity is
100 kN/m?. What will be the vertical stress in kN/m? below the centre of a 4m x 6m rectangular footing at the same
depth and same load intensity ?

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