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Question Description

solve the 4 problems in the attached PDF file

Take Coduto worked example problem 16.1 soil profile with 14 m long pile. Estimate 1) through 4) for driven pile options:

1) Nominal tip resitance, kPa
2) Nominal tip bearing load, KN
3) Total skin friction, KN
4) Allowable load carrying cpacity, KN, with a FOS of 3

Pile options are: (a) 600 mm or 24-inch diamter cast-in-steel-shell (CISS) pile, (b) 305 mm or 12-inch square prestressed concrete pile, and (c) 14x89 steel H-pile with sectional property as shown below:

Do same tasks as in Problem #1 (with items 1 through 4 above in English units) for driven pile options (a) through (c), but use the information below:
Take Coduto worked example problem 16.2 soil profile with 60 feet long pile.

Take Coduto worked example problem 15.1 soil profile with 19 m long pile and a 400 mm (16-inch) diameter drilled shaft Estimate 1) through 4)

1) Nominal tip resitance, kPa
2) Nominal tip bearing load, KN
3) Total skin friction, KN
4) Allowable load carrying cpacity, KN, with a FOS of 3

Take Coduto worked example problem 15.4 soil profile and a 24-inch diameter drilled shaft Estimate Pile length required in feet to achieve an allowable skin friciton of 250 kips, with a FS of 2

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CE445 - Deep Foundation Problems Home Work Due May 5, 2020 Midnight Problem #1: Take Coduto worked example problem 16.1 soil profile with 14 m long pile. Estimate 1) through 4) for driven pile options: 1) Nominal tip resitance, kPa 2) Nominal tip bearing load, KN 3) Total skin friction, KN 4) Allowable load carrying cpacity, KN, with a FOS of 3 Pile options are: (a) 600 mm or 24-inch diamter cast-in-steel-shell (CISS) pile, (b) 305 mm or 12-inch square prestressed concrete pile, and (c) 14x89 steel H-pile with sectional property as shown below: Metric Units --> 7,043 123,448 373 351 Present your data in a tabular form for items 1) through 4) for options (a) through (c) and for drilled shaft option presented in Example 16.1. Problem #2: Do same tasks as in Problem #1 (with items 1 through 4 above in English units) for driven pile options (a) through (c), but use the information below: Take Coduto worked example problem 16.2 soil profile with 60 feet long pile. Problem #3: Take Coduto worked example problem 15.1 soil profile with 19 m long pile and a 400 mm (16-inch) diameter drilled shaft Estimate 1) through 4) 1) Nominal tip resitance, kPa 2) Nominal tip bearing load, KN 3) Total skin friction, KN 4) Allowable load carrying cpacity, KN, with a FOS of 3 Problem #4: Take Coduto worked example problem 15.4 soil profile and a 24-inch diameter drilled shaft Estimate Pile length required in feet to achieve an allowable skin friciton of 250 kips, with a FS of 2 ...
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