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A 2-foot square footing has its bottom 2 ft. below the ground surface. The ground water table is located at a depth of 4 ft. below the ground surface. Unit weight of soil is 112 lb/ft3, Saturated unit weight is 123 lb/ft3, cohesion = 97 lb/ft2. Use angle of internal friction = 30° (Nc = 35, Nq =29.8, Ny= 19.8). Compute the allowable load (in pounds) that the footing could carry. Use FS = 2.1. Use stored value.

A 2-foot square footing has its bottom 2 ft. below the ground surface. The ground water table is located at a depth of 4 ft. below the ground surface. Unit weight of soil is 112 lb/ft3, Saturated unit weight is 123 lb/ft3, cohesion = 97 lb/ft2. Use angle of internal friction = 30° (Nc = 35, Nq =29.8, Ny= 19.8). Compute the allowable load (in pounds) that the footing could carry. Use FS = 2.1. Use stored value.

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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A 2-foot square footing has its bottom 2 ft. below the ground surface. The ground water table is located at a depth of 4 ft. below the ground surface. Unit weight of soil is 112 lb/ft3, Saturated unit weight is 123 lb/ft3, cohesion = 97 lb/ft2. Use angle of internal friction = 30° (Nc = 35, Nq =29.8, Ny= 19.8).
Compute the allowable load (in pounds) that the footing could carry. Use FS = 2.1.

Use stored value.

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