A combined footing has columns loads of Q1 = 1200 kN and Q2 = 800 kN. Distances L3 = 6m and L1 = 3m. a. Determine the va
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A combined footing has columns loads of Q1 = 1200 kN and Q2 = 800 kN. Distances L3 = 6m and L1 = 3m. a. Determine the va
A combined footing has columns loads of Q1 = 1200 kN and Q2 = 800 kN. Distances L3 = 6m and L1 = 3m. a. Determine the value of distance “Lz” such that the pressure at the of the footing will be uniform. b. If Q1 = Q2 = 1200 kN and L2 = 3m, what is the maximum shear in the footing? C. If Q1 = Q2 = 1200 kN and L2 = 3m, find the location of the point of inflection from the left end of the footing. Q+Q2 L X L3 Q Q2
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