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A rectangular footing 2000x3000 mm shown below is subjected to a vertical point load of 300kN acting at eccentricities exx = 700mm and eyy
A rectangular footing 2000x3000 mm shown below is subjected to a vertical point load of 300kN acting at eccentricities exx = 700mm and eyy = 500mm, as show in figure 2. Calculate the stresses at the corners A and D, and sketch the stress distribution along the face A-D. 2m B A 3m exx = 700mm Rectangular footing - Plane Vertical force C D eyy = 500mm
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Fundamentals of Financial Management
Authors: Eugene F. Brigham, Joel F. Houston
Concise 6th Edition
324664559, 978-0324664553
