The vertical load = 700 kN and Mx-200 KN-m and My= 250 KN-m, the moment and...
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The vertical load = 700 kN and Mx-200 KN-m and My= 250 KN-m, the moment and load is situated on the center of a rectangular footing with L=3 m, B=2 and D= 1 m. The column is located in the center of footing. Ground water table is a great depth. Unit weight of concrete Yfooting 23.6 kN/m³. Determine minimum and maximum bearing pressure beneath the footing. Mx Z My L c = 60 kN/m², p = 0 y = 17.5 kN/m³ The vertical load = 700 kN and Mx-200 KN-m and My= 250 KN-m, the moment and load is situated on the center of a rectangular footing with L=3 m, B=2 and D= 1 m. The column is located in the center of footing. Ground water table is a great depth. Unit weight of concrete Yfooting 23.6 kN/m³. Determine minimum and maximum bearing pressure beneath the footing. Mx Z My L c = 60 kN/m², p = 0 y = 17.5 kN/m³
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Answer rating: 100% (QA)
Given data STEPII P 700 KN Mr My 950 KN M 3 2 Imin 2 B D 2 unit weight Selb weight 20... View the full answer
Related Book For
An Introduction to Geotechnical Engineering
ISBN: 978-0132496346
2nd edition
Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan
Posted Date:
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