Please answer #2 thankyou 100400i A square footing (13 x 13) has to be constructed 1.23 m below the ground surface. Assume thatthe y = 16.5 kN/m², Yrat = 18.45 kN/m² % - 30° & C= 10 kN/m². The water table is 0.50 m below the bottomof the footing the gross allowable load w/ FS-300 is 662.7 KN. Determine the size of the footing.2. The design requires placing a circular footing at 1-2m depth to carry a column load of 300 KN.the soil parameters are c'= 116.5 kN/m², Ø ² = 28² - 8 = 16 KN / m³, Xsat = 18.45 kN/m²³. Delign the size of thefooting Use #S-3.0, The water table is 2.0m. below the bottom of the footing.

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8 100 400 i A square footing (13 x 13) has to be constructed 1.23 m below the ground surface. Assume that the y = 16-5 kN/m², Yrat = 18.45 kN/m² % - 30° & C= 10 kN/m². The water table is 0.50m below the bottom of the footing the gross allowable load w/ FS-300 is 62.7 KN. Determine the size of the footing 2. The design requires placing a circular footing at 1-2m depth to carry a column load of 300 KN. the soil parameters are c'= 116.5 kN/m² ₁ 0 ² = 28² y = 16 KN / m², y sat = 18.45 kN/m²³. Design the size of the footing. Use ts-3.0, The water table is 2.0m. below the bottom of the footing.

8 100 400 i A square footing (13 x 13) has to be constructed 1.23 m below the ground surface. Assume that the y = 16-5 kN/m², Yrat = 18.45 kN/m² % - 30° & C= 10 kN/m². The water table is 0.50m below the bottom of the footing the gross allowable load w/ FS-300 is 62.7 KN. Determine the size of the footing 2. The design requires placing a circular footing at 1-2m depth to carry a column load of 300 KN. the soil parameters are c'= 116.5 kN/m² ₁ 0 ² = 28² y = 16 KN / m², y sat = 18.45 kN/m²³. Design the size of the footing. Use ts-3.0, The water table is 2.0m. below the bottom of the footing.

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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