A footing 4 mx 2 m in a plan, transmits apressure of 150kN/m² on a cohesive soilhave E = 6 x 10¹kN/m² and×μ = 0.5. Whatwill be the immediate settlement of thefooting at the center? Take influence factor =1.5

Dimensions of Footing = 4 m×2 mPressure=150 kN/m2E=6×104 kN/m2μ=0.5Influence factor Iw=1.5 It is…

A footing 4 mx 2 m in a plan, transmits a pressure of 150kN/m² on a cohesive soil have E = 6 × 10¹kN/m² and μ = 0.5. What will be the immediate settlement of the footing at the center? Take influence factor 1.5 =

A footing 4 mx 2 m in a plan, transmits a pressure of 150kN/m² on a cohesive soil have E = 6 × 10¹kN/m² and μ = 0.5. What will be the immediate settlement of the footing at the center? Take influence factor 1.5 =

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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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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A footing 4 mx 2 m in a plan, transmits a
pressure of 150kN/m² on a cohesive soil
have E = 6 x 10¹kN/m² and
×
μ = 0.5. What
will be the immediate settlement of the
footing at the center? Take influence factor =
1.5

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