QUESTION #2: The below figure shows a continuous combined spread footing that supports two columns. Based on the loadings shown for the two columns, draw pressure distribution diagrams below the foundations. Draw the pressure distributions for the two cases indicated, one assuming the footing maintains full bearing and the other assuming the footing is in partial bearing with the soil. Assume concrete is weightless and that the footing is infinitely rigid (it will not deflect or deform) PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING PIER BEARING OF FOOTING TYPICAL BOTTOM OF FOOTING A P = 1000 Kip P = 1000 Kip ASSUME FULL BEARING ASSUME PARTIAL BEARING B P = 10 Kip B P = 10 Kip

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eBook References A steady, incompressible, two-dimensional velocity field is given by the following components in the x-y plane: u = 1.85 +2.05x + 0.656y v = 0.754 2. 18x - 2. 05y. Calculate the acceleration field (find expressions for acceleration components ax and ay), and calculate the acceleration at the point (x,y) = (0, 2). The acceleration components are ax= 4.287124 + ay= -5.5787 + 2.77242 X 2.77242 y Acceleration components at (0, 2) are ax= = 4.287124 ay= -0.03386