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1. A 3 X 4 group pile that are square in cross section (356 mm x 356 mm) as shown in the figure. The center-to-center spacing, d, of the piles is 889 mm. If a ₁ = 0.68, a 2 = 0.51. Assume the piles act individually. Determine the ultimate load-bearing capacity of the pile group. G.W.T 4.57 m 13.72 m Clay "=50.3 kN/m² Y17.6 kN/m³ Clay C=85.1 kN/m² Y 19.02 kN/m T 889 mm

1. A 3 X 4 group pile that are square in cross section (356 mm x 356 mm) as shown in the figure. The center-to-center spacing, d, of the piles is 889 mm. If a ₁ = 0.68, a 2 = 0.51. Assume the piles act individually. Determine the ultimate load-bearing capacity of the pile group. G.W.T 4.57 m 13.72 m Clay "=50.3 kN/m² Y17.6 kN/m³ Clay C=85.1 kN/m² Y 19.02 kN/m T 889 mm

Structural Analysis
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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1. A 3 X 4 group pile that are square in cross section (356 mm x 356 mm) as shown in the figure. The center-to-center spacing, d, of the piles is 889 mm. If a ₁ = 0.68, a 2 = 0.51. Assume the piles act individually. Determine the ultimate load-bearing capacity of the pile group. G.W.T 4.57 m 13.72 m Clay "=50.3 kN/m² Y17.6 kN/m³ Clay C=85.1 kN/m² Y 19.02 kN/m T 889 mm
Transcribed Image Text:1. A 3 X 4 group pile that are square in cross section (356 mm x 356 mm) as shown in the figure. The center-to-center spacing, d, of the piles is 889 mm. If a ₁ = 0.68, a 2 = 0.51. Assume the piles act individually. Determine the ultimate load-bearing capacity of the pile group. G.W.T 4.57 m 13.72 m Clay "=50.3 kN/m² Y17.6 kN/m³ Clay C=85.1 kN/m² Y 19.02 kN/m T 889 mm
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