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A rectangular footing (assume it to be rigid) 3m × 5m in plan rests on a cohesive soil having Modulus of elasticity 5.5 × 104kN/m2and Poisson's ratio 0.45. If the immediate settlement at the corner of the footing is not to exceed 4.3mm, then calculate the safe load (kN) that can be applied at the base of the footing against the Factor of Safety of 1.5.Correct answer is between '1397,1400'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A rectangular footing (assume it to be rigid) 3m × 5m in plan rests on a cohesive soil having Modulus of elasticity 5.5 × 104kN/m2and Poisson's ratio 0.45. If the immediate settlement at the corner of the footing is not to exceed 4.3mm, then calculate the safe load (kN) that can be applied at the base of the footing against the Factor of Safety of 1.5.Correct answer is between '1397,1400'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A rectangular footing (assume it to be rigid) 3m × 5m in plan rests on a cohesive soil having Modulus of elasticity 5.5 × 104kN/m2and Poisson's ratio 0.45. If the immediate settlement at the corner of the footing is not to exceed 4.3mm, then calculate the safe load (kN) that can be applied at the base of the footing against the Factor of Safety of 1.5.Correct answer is between '1397,1400'. Can you explain this answer?.

Solutions for A rectangular footing (assume it to be rigid) 3m × 5m in plan rests on a cohesive soil having Modulus of elasticity 5.5 × 104kN/m2and Poisson's ratio 0.45. If the immediate settlement at the corner of the footing is not to exceed 4.3mm, then calculate the safe load (kN) that can be applied at the base of the footing against the Factor of Safety of 1.5.Correct answer is between '1397,1400'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.

Here you can find the meaning of A rectangular footing (assume it to be rigid) 3m × 5m in plan rests on a cohesive soil having Modulus of elasticity 5.5 × 104kN/m2and Poisson's ratio 0.45. If the immediate settlement at the corner of the footing is not to exceed 4.3mm, then calculate the safe load (kN) that can be applied at the base of the footing against the Factor of Safety of 1.5.Correct answer is between '1397,1400'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of A rectangular footing (assume it to be rigid) 3m × 5m in plan rests on a cohesive soil having Modulus of elasticity 5.5 × 104kN/m2and Poisson's ratio 0.45. If the immediate settlement at the corner of the footing is not to exceed 4.3mm, then calculate the safe load (kN) that can be applied at the base of the footing against the Factor of Safety of 1.5.Correct answer is between '1397,1400'. Can you explain this answer?, a detailed solution for A rectangular footing (assume it to be rigid) 3m × 5m in plan rests on a cohesive soil having Modulus of elasticity 5.5 × 104kN/m2and Poisson's ratio 0.45. If the immediate settlement at the corner of the footing is not to exceed 4.3mm, then calculate the safe load (kN) that can be applied at the base of the footing against the Factor of Safety of 1.5.Correct answer is between '1397,1400'. Can you explain this answer? has been provided alongside types of A rectangular footing (assume it to be rigid) 3m × 5m in plan rests on a cohesive soil having Modulus of elasticity 5.5 × 104kN/m2and Poisson's ratio 0.45. If the immediate settlement at the corner of the footing is not to exceed 4.3mm, then calculate the safe load (kN) that can be applied at the base of the footing against the Factor of Safety of 1.5.Correct answer is between '1397,1400'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice A rectangular footing (assume it to be rigid) 3m × 5m in plan rests on a cohesive soil having Modulus of elasticity 5.5 × 104kN/m2and Poisson's ratio 0.45. If the immediate settlement at the corner of the footing is not to exceed 4.3mm, then calculate the safe load (kN) that can be applied at the base of the footing against the Factor of Safety of 1.5.Correct answer is between '1397,1400'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.