B A b Calculate the support and joint reactions, draw the free-body diagram! Input data: P = 10.00 kN p = 45.00 kN/m a = 5.00 m b = 3.50 m C = 3.00 m d.
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- 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=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 the magnitude and location of the resultant hydrostatic forceacting on the submerged rectangular plate AB shown.The plate has a width of 1.5 m; ρw = 1000 kg/m3.
- Determine the Force Frequired to hold the bar AB in a horizontal position on the smooth inclines shown in figure below. Also determine the reactions at A and B 1.2m, 4.2m, 0.6m A 60 degrees and 45 degrees B 90NRefer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4Determine 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 asap
- Determine the reactions at support and the forces acting on each member. By applying 1 unito load horizontally (directed to the right) and vertically (directed downward) at point C, determine the corresponding horizontal and vertical displacement. Lastly, tabulate the answer.A 2.8m square plate is completely immersed under water in a vertical position such that the two edges of the square are horizontal. It is immersed such that the center of pressure is located 8cm below its center of gravity. Determine the resultant hydrostatic force on one side of the plate.An equilateral triangle plate of side 2.4 m placed horizontally in a liquid (sp. gr. =0.80) in such a way that the center of the plate is 2.5 m below the free surface of water. a. Determine the area (in sq.meters) of the plate b. Determine the magnitude of the resultant force on the plate.
- A rectangular plate, 1m wide by 2.4m long is vertically submerged in the water. The shorter edge 2m below and parallel to the water surface. Evaluate how far in meters below the centroid of the plate is the resultant horizontal force acting each side of it.A uniform bar AB is resting in a horizontal position on smooth inclines as shown below. Determine the load P that will hold the bar in equilibrium. Also, determine the reactions at A and B. Wherein: Q=2 T=6 Example: 2QT kN = 226 kN T.Q5 m = 4.25 mThe section of a concrete dam is shown in the figure. Concrete weighs 23.5 KN per cubic meter and water weighs 9810 N per cubic meter. Coefficient of friction detween the dam and foundation is 0.60. Assume hydrostatic uplift varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe. Determine the Determine the factors of safety against sliding and against overturning, minimum pressure, and maximum pressure. Consider 1 m length of dam.