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4. The footing illustrated in the figure is subjected to an eccentric gross load of Q-14980 KN in (x) direction and a moment of
4. The footing illustrated in the figure is subjected to an eccentric gross load of Q-14980 KN in (x) direction and a moment of My = 1498 kN.m. With the soil properties revealed on the figure, using a factor of safety of (3) check whether the footing is safe or not. Use Meyerhof equation. (8) one way Dr-2,40m 4.10m 2.40m -6.00m Y Q-14080 KN. 0.60m -6.00m My1490kN m 30 C-OEN/mm 17-19.3AN/m -30 CHORN/m 7-19.3kN/m
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Shigleys Mechanical Engineering Design
Authors: Richard G. Budynas, J. Keith Nisbett
9th edition
77679520, 73529281, 1259986241, 978-0077679521, 9780073529288, 9781259986246, 978-1121345317
