A square footing is shown on the right. The footing is subjected to an eccentric load. For the following cases, determine the gross Qult Unit weight of soil = y (or density = f allowable load that the footing could carry. Use Meyerhof's procedure and Fs = 4. Given: y = 120 lb/ft3 ; c' = 400 lb/ft? $ = 25° %D %3D ; B = 6 ft %3D D, = 4.5 ft ; x = 0 В y = 0,5 ft

A square footing is shown on the right. The footing is subjected to an eccentric load. For the following cases, determine the gross Qult Unit weight of soil = y (or density = f allowable load that the footing could carry. Use Meyerhof's procedure and Fs = 4. Given: y = 120 lb/ft3 ; c' = 400 lb/ft? $ = 25° %D %3D ; B = 6 ft %3D D, = 4.5 ft ; x = 0 В y = 0,5 ft

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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tion 17 A circular footing is 3.1 meters in diameter The bottom of the footing is 2.51 m. below the ground surface. Moist unit weight of soil is 17.93 kN/m3, Saturated unit weight is 20.68 kN/m3. Cohesion of soil is 90 kPa Use Nc = 25.23, Nq = 12.87 Ny = 8.21. If the ground water table is located at a depth of 1.85 meters from the ground surface, determine the allowable load (in kN) that the footing can carry FS3. Round off to two decimal places. Activate Windows Go to Settings to activate Windows A Moving to another question will save this response. «< Question 17 of 20 ASUS 3. OP E R- Y] F H. K B
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