Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A 16 in diameter, 75 ft long drilled displacement pile is made of grout with f'c = 5,000 lb/in2. A steel ratio of 0.04 is to be used in the upper 30 ft, and a steel ratio of 0.001 for the remainder of the pile. Compute the modulus of elasticity for the upper and lower portions of this pile.arrow_forwardA HP 13x100 steel pile of length 40 feet is driven with a hammer of rated energy 30 kip-ft, weight 12 kips. A. Use the Gates method to determine refusal criterion if the ultimate pile capacity is to be 600 kips. B. Will the pile survive during installation?arrow_forwardThe ultimate load capacity of a 12 m long concrete pile of square cross section 600 mm x 600 mm driven into a homogeneous clay layer having undrained cohesion value of 50 kPa is 900 KN. If the cross-section of the pile is reduced to 400 mm x 400 mm and the length of the pile is increased to 20 m, the ultimate load carrying capacity will bearrow_forward
- A concrete pile group 3x3 with spacing of 0.6m is used to support a wind turbine in a sand deposit. Individual pile diameter = 0.3 m and length=6m. A. If the allowable (working) lateral capacity for a single pile is 95 kN, what is the maximum allowable lateral deflection for each pile? B. Is the lateral deflection acceptable? Explain your answer in 1-2 sentences.arrow_forwardA square prestressed concrete pile with a 14 inch side is to be driven to the necessary depth. It needs to be able to support 105 kips. It has been determined that the point resistance qp is 120 ksf and the side friction fs is 450 psf. Use formula 12.2 (see attached image) to estimate how long the pile needs to be with a factor of safety of at least 2.5. Round your answer to a multiple of 5 feet. Use L as a variable to calculate the load in formula 12.2. L can be obtained from this equation.arrow_forwardPlease solve and mention answerarrow_forward
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