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A reinforced concrete circular pile of 12m length and 0.6 m diameter is embedded in stiff clay which has an undrained unit cohesion of 110 kN/m2. The adhesion factor is 0.The Net Ultimate Pullout (Uplift) Load for the pile (in kN, round off to 1 decimal place is) is 
    Correct answer is '1244.07'. Can you explain this answer?
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    A reinforced concrete circular pile of 12m length and 0.6 m diameter i...

    p = perimeter ℓ = length
    = 0.5 × 110 × 12 × π(0.6)
    = 1244.07 kN
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    A reinforced concrete circular pile of 12m length and 0.6 m diameter i...
    The Net Ultimate Pullout Load for a reinforced concrete pile embedded in stiff clay can be determined using the following formula:

    Net Ultimate Pullout Load = π * D * L * c

    Where:
    - D is the diameter of the pile
    - L is the length of the pile
    - c is the undrained unit cohesion of the clay

    In this case, the pile has a length of 12m and a diameter of 0.6m, and the undrained unit cohesion of the clay is 110 kN/m2. Plugging these values into the formula, we have:

    Net Ultimate Pullout Load = π * 0.6m * 12m * 110 kN/m2

    Simplifying the equation, we get:

    Net Ultimate Pullout Load = 2.82743338823 * 0.6m * 12m * 110 kN/m2

    Net Ultimate Pullout Load = 1244.0710079232 kN

    Rounding off to one decimal place, the Net Ultimate Pullout Load is approximately 1244.1 kN.

    Therefore, the correct answer is 1244.1 kN.

    In conclusion, the Net Ultimate Pullout Load for the given reinforced concrete pile embedded in stiff clay can be determined by multiplying the pile's diameter, length, and the undrained unit cohesion of the clay. The resulting value is approximately 1244.1 kN.
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    A reinforced concrete circular pile of 12m length and 0.6 m diameter is embedded in stiff clay which has an undrained unit cohesion of 110 kN/m2. The adhesion factor is 0.The Net Ultimate Pullout (Uplift) Load for the pile (in kN, round off to 1 decimal place is) isCorrect answer is '1244.07'. Can you explain this answer?
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    A reinforced concrete circular pile of 12m length and 0.6 m diameter is embedded in stiff clay which has an undrained unit cohesion of 110 kN/m2. The adhesion factor is 0.The Net Ultimate Pullout (Uplift) Load for the pile (in kN, round off to 1 decimal place is) isCorrect answer is '1244.07'. 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 reinforced concrete circular pile of 12m length and 0.6 m diameter is embedded in stiff clay which has an undrained unit cohesion of 110 kN/m2. The adhesion factor is 0.The Net Ultimate Pullout (Uplift) Load for the pile (in kN, round off to 1 decimal place is) isCorrect answer is '1244.07'. 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 reinforced concrete circular pile of 12m length and 0.6 m diameter is embedded in stiff clay which has an undrained unit cohesion of 110 kN/m2. The adhesion factor is 0.The Net Ultimate Pullout (Uplift) Load for the pile (in kN, round off to 1 decimal place is) isCorrect answer is '1244.07'. Can you explain this answer?.
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