. In the set-up shown, a rectangular gate, ABCD, is used to store layers of oil and water. The weight of the gate is 4 kN and the force exerted by the stopper on the gate is measured to be 80 kN. Sketch the pressure diagram on the rectangular gate. No need to put the expressions for pressures. Draw the free body diagram of the rectangular gate. Label all external forces. Calculate the moment done by the resultant hydrostatic force about the hinge. What is the pressure on the oil-water interface? Determine the weight of the block. Pressurized air Block 0.5 m Oil, SG = 0.8 1m 0.8 m Water Hinge 1.2 m diameter SG = 1.26 B. 2.4 m 130 degrees stopper

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.