Determine the horizontal displacement of Point B by using the reduction theorem. Take EI = 1000 kN.m2.
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Determine the horizontal displacement of Point B by using the reduction theorem. Take EI = 1000 kN.m2.
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- In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)An open tank 1.8 m. by 1.8 m. and 1.3 m. deep contains water at a depth of 0.90 m. The weight of the tank is 3500 N. The tank is acted by an unbalanced force of 12000 N parallel to a pair of sides. Determine: a. Acceleration of the tank b. Max pressure at the bottom of the tank c. Force acting on the side with greatest depthdetermine the value of the maximum positive momment at F for a moving live load fo 21 kn/m
- A pressure of 35 m of head of water is equal a. 34.40 kN/m² b. 343.40 kN/m² O c. 3500 kN/m² d. 3.50 kN/m²2. A rectangular tank 6m long, 2m wide and 2m deep contains water to a depth of 1m. Itis accelerated horizontally at 2.5 m/s2 in the direction of its length. Determinea) Slope of the free surfaceb) Maximum and minimum pressure intensities at bottomc) Total force due to water acting on each end of tank. Check the difference betweenthese forces by calculating the inertia force of the accelerated mass.A rectangular tank 6m long, 2m wide and 2m deep contains water to a depth of 1m. Itis accelerated horizontally at 2.5 m/s2 in the direction of its length. Determinea) Slope of the free surfaceb) Maximum and minimum pressure intensities at bottom
- An open rectangular tank 2.2m in length contains 16m^3 of gasoling (sg=0.70) and 23m^3 of water. The fluid is arranged in two stable layers. Determine the total hydrostatic force(kN) on one of the two smaller vertical sides of the the tank.Fluid Mechanics Problem 1) A rectangular gate 3 meters high and 1.2 meters wide is hinged at the top. A force to keep the gate closed is applied at the bottom with an angle of 45 degrees with the veritcal. Compute the following if the water surface is 0.9 meters below the top of the gate. Use 9.81kN/m^3 as water's specific weight. a. the total hydrostatic force acting on the gate in kN. b. the distance of the total hydrostatic force measured from the liquid surface in meter. c. the magnitude of the force at the bottom of the gate in kN. 2) Use 9.81kN/m^3 as water's specific weight. Consider the rectangular gate shown in the figure. If the gate has a length of 2 meters, determine: a. the force exerted by the water on the left side of the gate in kN. b. the force exerted by the water on the right side of the gate in kN. c. the horizontal force at B required to turn the gate about the hinge in kN.a cylindrical tank (diameter = 1.5 m, height = 3 m) is completely filled with water. find the hydrostatic pressure at the bottom of the tank in kn/m^2 or kpa.
- Questions b and c. The pressure from part a is 0.86832 MpaA rectangular plate with a width of 16 m and height of 12 m is located 4 m below the water surface. The plate is tilted and makes angle of 35deg angle with the horizontal. The resultant hydrostatic force in kN acting on the top surface of this plate is a. 9745 b. 5190 c. 10,800 d. 8470Determine the momeny of inertia of the wetted surface of the dam. the unit must be in ft^4