Determine the required value of P.
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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.)Determine support reaction at B . Given P=100 Kn L=10 mIn the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=75° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm2 and A=50 cm2 shall be taken for all rods.)
- the inclined circular (D = 4.06 m) gate shown below retains a liquid with Sg = 3.35 on one side. the vertical distance from the liquid surface to the top of the gate, h, is 2.42 m. use 39 degrees. determine the hydrostatic force (kN0 acting on the gate.Calculate the resultant of the hydrostatic forces on the gate in Figure 4a. What vertical force P is necessary to lift the gate at point A? Width of the gate is 1.60 m.Compute the value of EIy at 2.5 m from the left support.
- Problem 4 A square gate (2m on each side) is submerged vertically in water such that the upper edge of the gateis at a depth of 0.5 m from the watersurface. Draw the figure and find the hydrostatic force and the location of the center of pressure.Determine the vertical distance of the center of gravity of the curved gate from the water surface shown in the figure. The curved gate is 5.7 m long. The values of the vertical component (Fv) and the resultant force. (F) acting on the gate are 300 kN and 400 kN asapA square gate (2m on each side) is submerged vertically in water such that the upper edge of the gateis at a depth of 0.5 m from the watersurface. Draw the figure and find the hydrostatic force and the location of the center of pressure.
- Q1b) A vertical gate of height 5 m and width of 3 m opposes the water at one of its sides. The deep of the water in the reservoir is 20 m. Determine the pressure and the force acting at the centroid of the gate.If d = 0.75 ft and the spring has an unstretched length of 1 ft, determine the force F required for equilibrium.The 600-Ib, 20ft-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. A. Determine the magnitude if the hydrostatic force acting on the gate using the hydrostatic panel equations. Express your answer in kips.