Determine the following reactions. P = 185 kN; Q = 120 kN; and R = 40 KN (*note that you are to insert the answer without any unit and do not include any signs) P Ey = B AC = A Reaction Magnitude DF = 10'10'- D de 20' E

A concrete dam retaining water is shown in FIGURE FMHF-1. If the specific weight of concrete is 23.5 kN/m^3, determine the following: Factor of safety against sliding (coefficient of friction: 0.48)a. 2.48 b. 1.34 c. 3.77 d. 3.42 39. Factor of safety against overturninga. 1.34 b. 3.105 c. 3.416 d. 1.987 40. Maximum soil pressure intensitya. 73.22 b. 183.48 c. 173.53 d. 58.48

The section of the masonry dam is as shown in the figure. The specific weight of the fluid is 9.10 kN/m3 and that of concrete is 23.5 kN/m3. Assuming uplift pressure varies linearly from maximum hydrostatic pressure at the heal to zero at location of the drain. The elevation of the top of the dam is 51+0 meters.  a) Find the Factor of safety against overturning. b) Find the distance of the resultant from the toe (x̄).

A) determine the location of the center of pressure (hcp) of an inclined rectangular gate with water on one side as shown. Unit of the correct answer: ft

The concrete dam of trapezoidal cross section is shown with T = 1m, B = 4.3m, H = 9m and h = 6m. The unit weight of the concrete is 24??⁄?3. For the given conditions, evaluate the resisting moment of the dam to overturning in kN.m per meter length of dam. Unit of the Correct Answer: kN-m

M=20 KNm. Determine support reaction

Through the pipeline system in the figure calculate gauge and absulate presures at A and B

6 — Does altering fluid temperature influences the results obtained by pitot static tube? clarify

Do answer ASAP.  The section of a concrete dam is shown. Determine if the dam shown is stable against sliding and overturning. The following data is available:Concrete density: ρconc = 2400 kg / m³ Coef. Soil-Dam Static Friction: μs = 0.30Density of water: ρwater = 1000 kg / m³ Coef. Soil-Dam Kinetic Friction: μk = 0.20

The cylinders are piled in a rectangular ditch as shown. Neglecting friction, determine the reaction between cylinder A and the vertical wall