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- 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 asapCalculate the horizontal displacement of point B. EI is constant for all members (p=50kN , W=90KN/m , h=7m , b=5 m) I need a solution within 40 mindetermine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places
- A 3-cm-diameter horizontal pipe attached to a surface makes a 90° turn to a vertical upward direction before the water is discharged at a velocity of 6 m/s. The horizontal section is 5 m long and the vertical section is 4 m long. Neglecting the mass of the pipe and considering the weight of the water contained in the pipe, the bending moment acting on the base of the pipe on the wall is (a) 11.9 N·m (b) 46.7 N·m (c) 127 N·m (d) 104 N·m (e) 74.8 N·mThe continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B and C Assume I = 800 x 106 mm4 and E = 70,000 MPa. W1 (kN/m) = 25 F (kN) = 50 S (mm) = 15 If there is a settlement of S at the support C, solve the following: 1. Slope at B, in radians 2. Slope at C, in radians 3. Reaction at A, RA in kN 4. Moment at A, MA in kN-m 5. Reaction at D, RD in kN 6. Moment at D, MD in kN-mProblem 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.
- The gate AB is a quarter circle of 2.5 meters in diameters and 3 meters wide asshown in figure#2. How Find the horizontal component of the resultant hydrostatic forceacting on the gate in kilonewtons. How find the vertical component of the resultant hydrostatic force actingon the gate in kilonewtons, and how to find the location of PH and Pv from hinge A in meters. And if the weight of the gate is 100 Newtons, how find the force “F” just sufficient to preventrotation about hinge A.(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.2. (CASTIGLIANO'S THEOREM) Determine the vertical displacement of point B of the beam shown below. E= 200 GPaI= 150(10) mmsP= 15.4 kNQ= 6.4 kN/ma = 6 m
- T (Shear force) and M (Bending) for the system whose loading condition is given in Figure 1.Draw the moment diagrams. Calculate the deflection (vertical displacement) at point B in mm using Castigliano's Theorem. The beam bending stiffness (EI) is constant along the bar and its value is 50 000 kNm2. q=1,4(kN/m) a=8(m) El=50000(kNm2)Question: Calculate the vertical reaction force at G and the vertical reaction force at A.A rectangular gate AB in Figure 1 is 1.2 m long and 0.8 m into the paper. Neglecting atmospheric pressure effects, compute the force, F on the gate and its center of pressure position X.