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QUESTION 2 Determine the maximum column load that can be applied on a 1.2 m * 1.2 m square foundation placed at a depth of 1. 5m within a soil, where unit weight of soil is 17.0 kN/m3 cohesion 12 kN/m2, and angle of internal friction is 0°. Allow a factor of safety of 3.0. The water table is very deep

QUESTION 2 Determine the maximum column load that can be applied on a 1.2 m * 1.2 m square foundation placed at a depth of 1. 5m within a soil, where unit weight of soil is 17.0 kN/m3 cohesion 12 kN/m2, and angle of internal friction is 0°. Allow a factor of safety of 3.0. The water table is very deep

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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QUESTION 2 Determine the maximum column load that can be applied on a 1.2 m * 1.2 m square foundation placed at a depth of 1. 5m within a soil, where unit weight of soil is 17.0 kN/m3 cohesion 12 kN/m2, and angle of internal friction is 0°. Allow a factor of safety of 3.0. The water table is very deep
Transcribed Image Text:QUESTION 2 Determine the maximum column load that can be applied on a 1.2 m * 1.2 m square foundation placed at a depth of 1. 5m within a soil, where unit weight of soil is 17.0 kN/m3 cohesion 12 kN/m2, and angle of internal friction is 0°. Allow a factor of safety of 3.0. The water table is very deep
Part A: Determine the wall loading that can be carried by a long footing 1 m wide and located 1.7 m below the ground surface. Strength tests indicate that the soil has a cohesion of 55 KN/m? and angle of internal friction of 24°. The saturated soil unit weight is18 KN/m³ and dry unit weight of soil is 15.5 KN/m³. The soil above the footing is well compacted. The water table is 0.5 m below the ground surface. Use a factor of safety to 3 with the Terzaghi bearing capacity equation. Part B Recalculate the bearing capacity for the condition of part A but where the water table is very deep
Transcribed Image Text:Part A: Determine the wall loading that can be carried by a long footing 1 m wide and located 1.7 m below the ground surface. Strength tests indicate that the soil has a cohesion of 55 KN/m? and angle of internal friction of 24°. The saturated soil unit weight is18 KN/m³ and dry unit weight of soil is 15.5 KN/m³. The soil above the footing is well compacted. The water table is 0.5 m below the ground surface. Use a factor of safety to 3 with the Terzaghi bearing capacity equation. Part B Recalculate the bearing capacity for the condition of part A but where the water table is very deep
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