Materials Science and Engineering
Materials Science and Engineering
9th Edition
ISBN: 9781118324578
Author: Jr. William D. Callister
Publisher: WILEY
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Chapter 3.17, Problem 19QP
To determine

  1. (a) The unit cell volume of beryllium.
  2. (b) The theoretical density of beryllium.

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It proposed to provide pile foundation for a heavy column; the pile group consisting of 4 piles, placed at 2.0 m centre to centre, forming a square pattern. The under-ground soil is clay, having Cu at surface as 60 kN/m², and at depth 10 m, as 100 kN/m². Compute the allowable column load on the pile cap with factor of safety of 3.0, if the piles are circular having diameters 0.5 m each and length as 10 m.
A 12 m long and 300 mm diameter concrete pile is driven in a uniform deposit of sand (p = 36°). The water table is very much down and is not likely to rise in future. The average dry unit weight of sand is 18 kN/m². Calculate the safe load capacity of the pile with factor of safety of 2.5. (use K-1.5 and 8=0.75 q). If the allowable load is increased by 20% what will be the length of the pile.
I hope the solution is on paper and not artificial intelligence.

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Materials Science and Engineering

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