1. Find the pressure at B
2. Find the pressure at C
3. The total Resultant Force exerted on the wall BC
Find the height above the bottom of the tank the Resultant force acts
1. Find the pressure at B 2. Find the pressure at C 3. The total Resultant...
QUESTION 4 The storage tank shown contains a sludge (Specific Weight y = 9.35 kN/m). The lank is 4 m wide (into the plane of the page) r = 2.15 m Yousa = 9.35 KN 3m de = 9.35 KN Determine the pressure at point C. O A 20.1 kPa OB. 62.0 kPa O C.33.9 kPa OD 48.2 kPa
Please show the orientation of the resultant force on the
inclined side.
9-115. The storage tank contains oil having a specific weight of γ0-56 lb/ft. If the tank is 6 ft wide, calculate the resultant force acting on the inclined side BC of the tank, caused by the oil, and specify its location along BC measured from B. Also compute the total resultant force acting on the bottom of the tank. i0 ft 2 ft s ft 4 Tt
4. [1pt]
A.
B.
C.
The three tanks shown above are filled with water to an equal
depth. All the tanks have an equal height. Tank A has the greatest
surface area at the bottom, tank B the middle and tank C the
least.
(Select T-True, F-False, G-Greater than, L-Less than, E-Equal to.
If the first is F the second L and the rest G, enter
FLGGGG).
A) The force exerted by the water on the bottom of tank C...
Practice: Find the resultant force on the red gate due to water pressure- if the depth of the gate is 1 m Ans 196.2 KN 3 m hinge 4 m stop
A barge in the form of a closed rectangular tank 15 m long by 3 m wide floats in water. If the bottom is 1.8m below the surface, what is the water force on one long side and at what level below the surface does it act? If a uniform pressure of 40 kN m-2 is applied inside the barge, what will be the new magnitude and point of action of the resultant force on the side? The deck is...
Don’t do the problem; I’m just trying to figure out why the
coordinates for the resultant force are at the centroid. Wouldn’t
the F1 pull the y location of the resultant force down? I can seem
to wrap my head around how the pressure on the wall is so high in
the Y direction.
Problem 3 (20 points) The sea wall in the following figure is in the form of a semi-parabola. The density of the water is 1050 kg/ml....
2. The water level behind the wall described in problem 1 rises to an elevation I m below the crest. The submerged unit weight of the sand is 10 kN/m'. If the deformation condition for the active Rankine state is satisfied, what is the resultant pressure that the earth and water exert against the wall? At what height above the base does the resultant of the earth and water pressures act? 1. A wall with a smooth vertical back 3...
Theta is 30 degrees
Wall (3) The gate shown in the figure is 1.2m wide and has 10 kN weight. The gate has uniform density and rests against a smooth wall at A. If the density of the seawater over the gate is 1025 kg/m', determine: (a) the resultant force on the gate due to sea water pressure, (10%) Sea water Density = 1025kg/ml 5.1m Gate 2.2m B Moment of inertia equation for a rectangle (b) the location of the...
Problem 3: [CL0 2] A 6 m deep and 2 m wide tank is filled with layers of 2.50 m of crude oil, 2.00 m of water, and 1.40 m of mercury, respectively from top to bottom. Considering the temperature of the liquids as 20°C 110) a) compute the total hydrostatic force on any wall of the tank. b) draw a representative (non-scaled) pressure distribution diagram for the given system.
Question 4 (7 Marks) Tank ABCDE (Figure 4.1) contains an oil of SG-0.82. The tank has a width (normal to page) of 25m. The tank has a plain gate CD that is hinged at C. It is required to: a) Determine the direction, magnitude (in ton) and inclineation of the resultant hydrostatic force on the circular surface DE; b) Determine the hydrostatic pressure force (direction, magnitude and point of action) on plain surface CD c) Determine the minimum force F...