1. Refer to the rectangular combined footing in the figure below, with Q₁ = 500 kN and Q2 = 750 kN. The distance between the two column loads, L3 = 4.5 m. The proximity of the property line at the left edge requires that L₂ = 1 m. The net allowable soil pressure is 120 kN/m². Determine the breadth and length of a rectangular combined footing. Property- line X Q1 + Q₂ L3 Section B⚫ qall(net)/unit length L B Plan

1. Refer to the rectangular combined footing in the figure below, with Q₁ = 500 kN and Q2 = 750 kN. The distance between the two column loads, L3 = 4.5 m. The proximity of the property line at the left edge requires that L₂ = 1 m. The net allowable soil pressure is 120 kN/m². Determine the breadth and length of a rectangular combined footing. Property- line X Q1 + Q₂ L3 Section B⚫ qall(net)/unit length L B Plan

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Mat Foundations

Section: Chapter Questions

Problem 10.1P: Refer to the rectangular combined footing in Figure 10.1, with Q1 = 100 kip and Q2 = 150 kip. The...

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Subject: Geotechnical engineering Please give me right solution according to the question.. urgent
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Note: Use Meyerhof's equation Don't copy from other websites solution
A square footing is subjected to an inclined load as shown in the figure below. If the size of the footing ,B=2.25 m , determine the gross allowable inclined load , Q, that the footing can carry. Given:  = 120 andF.S = 3.5.
A square footing which carries an axial load of 132530 kg has its bottom resting on a ground water table at a depth of 2.5 m from the ground surface. Nc = 35, Nq = 22, Nγ = 19. Take PDRY = 1846 kg/m3 and PSAT = 1965 kg/m3, C = 1605 kg/m2. (Nc = 35, Nq = 22, Nγ = 19). Compute the required width of the footing using a factor of safety of 3.
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