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What is the maximum column load

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Reference no: EM132248167

Question 1: What is the maximum column load in kips that could be placed on a 4-ft square temporary footing on a sand for which the standard penetration resistance is about N = 15 and the water table is at the surface? A factor of safety of 2 is to be maintained against bearing failure.

Question 2: Solve question 1 if settlement of the footing must be limited to 1/2 in.

Attachment:- Problem.rar

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Settlement footing on cohesionless soil generally occurs as soon as the load is applied and result from elastic distortion of the ground without significant change in the soil’s void ratio. Estimates of immediate settlement in cohesionless soils are made from empirical correlations among settlement, bearing pressure, standard penetration resistance and footing size.

Reference no: EM132248167

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Reviews

inf2248167

8/22/2019 3:23:02 AM

I like the writing work given by the writer. The calculations are correct and explanation is given to the point. Proper words are used and I am fully satisfied with the writers' help. So many thanks to the team.

inf2248167

8/22/2019 3:21:13 AM

Do not focus on other questions aI just need solution for question number 4. Questions need to understand properly then only start the calculations. For your help, there is a hint given in the requirement file.

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