From the given shear diagram below, where is the point of inflection located from the right end in meters?
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- A 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. 8470Find the total force on the side of a water-filled cylindrical tank with 5m height and 10m diameter woter =9800 N/m' a) 3848 KN b) 5547 KN Ocd 7696 KN d) 2770 KNA square plate having each side equal to 3m is submerged vertically in water such that the upper edge of the plate is at depth 1m from the free surface. What will be the total hydrostatic force on the plate? a. 145.89 kN b. 132.44 kN c. 220.73 kN d. 88.29 kN
- Calculate the shear stress for the illustrated flow to 2 significant figures(dyn/cm2 ; do not use scientific notation).In 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.)Gate AB in the figure is 16 ft long and 8 ft wide. Neglecting the weight of the gate, Find the Force acting on the gate shown, if P is –15 kPa (suction), and its location from the hinge, the tank is 3 meters wide.a. P=304.74 kN, 3.30 m c. P=979.74 kN, 2.75 mb. P=529.74 kN, 2.96 m d. P=678.95 kN, 2.87 m
- A plate in the form of a parabolic segment of base 12 m. and height 4 m. is submerged in water. Its base is flushed with the liquid surface. Find the force on the face of the plate. a. 502.27 kN b. 753.41 kN c. 572.02 kN d. 741.35 kNAn open horizontal tank 2 m high, 2 m wide and 4m. long is full of water. a) How much water is spilled out when the tank is accelerated horizontally at 2.45 misec in a direction parallel with its longest side? b.) What is the porce acting on the side with the greatest depth? c.) Compute the required accelerating force.As shown, a round viewing window of diameter D = 0.8 m is situated in a large tank of seawater(S = 1.03). The top of the window is 1.2 m below the water surface, and the window is angled at 60° withrespect to the horizontal. Find the hydrostatic force acting on the window and locate the corresponding CP.
- The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, RFor item #3. What is the moment due to the reaction force at point A? 24.0 KN-m 36.0 KN-m 30.0 KN-m 40.0 KN-m 2. What is the Area at A1? 36.0 KN-m² 54.0 KN-m² 45.0 KN-m² 60.0 KN-m² 3. What is the Area at A2? 24.0 KN-m² 36.0 KN-m² 30.0 KN-m² 60.0 KN-m²Two blocks are connected by a light, flexible cable that passes a frictionless pulley. Block A weighs 500N and block B weighs 200N. The coefficient of static friction between A and the ramp is 0.30. Determine: (a) If the motion is impending down the plane, what is the tension force in the cable connecting Block A and Block B. (b) Are the two block in equilibrium state? 3 dec places pls