Nine-pile group consist of 0.35-meter-diameter friction concrete piles 22 m long arranged in 3 rows by 3 columns. The piles are driven into clay having unconfined compressive strength of 113 kPa. The spacing of piles is0.6 m. on-center. Adhesion factor of the piles is a = 0.75. Determine the allowable block capacity (in kN) of the piile group based on the arrangement described. Use FS = 2.9.Round off to two decimal places.

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pile group consist of 0.35-meter-diameter friction concrete piles 22 m long arranged in 3 rows by 3 columns. The piles are driven into clay having unconfined compressive strength of 113 kPa. The spacing of pi 1 on-center. Adhesion factor of the piles is a = 0.75. Determine the allowable block capacity (in kN) of the piile group based on the arrangement described. Use FS = 2.9. nd off to two decimal places.

pile group consist of 0.35-meter-diameter friction concrete piles 22 m long arranged in 3 rows by 3 columns. The piles are driven into clay having unconfined compressive strength of 113 kPa. The spacing of pi 1 on-center. Adhesion factor of the piles is a = 0.75. Determine the allowable block capacity (in kN) of the piile group based on the arrangement described. Use FS = 2.9. nd off to two decimal places.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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