Calculate the pressure at points A nd B of the tank shown below
and plot a pressure diagram. The specific gravity of gasoline is
0.82. Also calculate and draw pressure diagram water sits over
gasoline (without any change in depths). Depth of gasoline is 50
cms and that of water is 100 mm.

If you have any doubt then
mention in the commant.
Calculate the pressure at points A nd B of the tank shown below and plot a...
Watr fou Problem 3. A 50-foot diameter circular water tank exerts a pressure q-2500psf at the ground surface. Calculate the increase in vertical stress at points A and B due to the pressure applied by the tank
Watr fou Problem 3. A 50-foot diameter circular water tank exerts a pressure q-2500psf at the ground surface. Calculate the increase in vertical stress at points A and B due to the pressure applied by the tank
Show your work [14 Marks] 23. Oil has a Specific gravity 0.75 is flowing through a siphon as shown in the diagram calculate the following: a) The velocity of the oil at exit (using Bernoulli's) b) The volumetric flow rate of oil from the tank c The flow velocity in the 60 mm diameter section of the pipe d) The pressure at point B 3.0 m se-0.75 60 mm Diameter 100m 30 mm Diameter
Show your work [14 Marks] 23....
Question 3: Calculate the total stress, effective stress, and pore water pressure at points A and B for the soil profile shown in Figure 2.0 below. Assume specifie gravity value as 2.70, void ratio as 0.7, degree of saturation as 0.85, and water content as 28% Point Load = 500 kN 2.0m GWT 4.5m OA 5.0m .B Figure 2.0 Question 4: If the groundwater in the figure 2.0 were (a) to drop 2m below the surface, (b) to rise 2...
Q1 20 points. Two tanks contain liquid filled to the same depth h as shown below Liquid A: Has a constant density pAPo Liquid B: The density varies with position acording to the formula pn() where the coordinate z is shown in the figure. 0 is the bottom of each tank while z = h is the top of the liquid surface exposed to atmosphere. The : liquids are in hydrostatic equilibrium. Two tanks containing liquids with the same depth...
(a) Determine and draw the lateral pressure distribution (active hydrostatic) acting on the smooth wall shown in Figure 2. The water table is at the interface of the soil layers. (8 marks) Soil 1: c'0 kPa, ' 32 y 16 kN/m 2 m 4 m Soil 2: c'-5 kPa, 30° Yet20 kN/m3 Figure 2 (b) In Figure 3 below, the L-shaped area carries a 200 kN/m2 uniform load. Determine the vertical stress increase due to the loading at a depth...
2. Adam the shape of a trapezoid is shown below. The height is 40m, the bottom. Find the force on the dam due to hydrostatic pressure if the water n below. The height is 40m, the width is 60m at the top and 40m at dam. Assume that the density of water is p = 1000kg/m', and th c pressure if the water level is 4m from the top of the of water is p=1000 kg/m' and the acceleration of...
The cylindrical copper pressure tank (shown in cross section)
will be produced by deep drawing.
Tensile test data of the cold rolled sheet that will be used for
the blanks provided the following
true width and thickness strains relative to the rolling
direction
a) Assuming no change in volume or thickness from the initial
blank to final product,
calculate the initial blank diameter.
b) What is the limiting draw ratio (LDR) for this material?
c) Assuming 80% of the maximum...
Q3 (35) A soil profile is shown in figure below. Calculate total stess, pore water pressure and effective stres at B, C, and D. Take unit weight of water 10 kN/m. Water level rise up 1.6om from the inital level. Caloulate change in effective stress at points D. 1.8 m and G 16.3 16 m Clay 29
Ignore anything
handwritten
Problem 2 (50 points) A closed rigid tank contains of a two-phase liquid-vapor mixture of water, with a mass of 1 kg quality of x,-0.75, and a pressure of pi = 40 kPa (State 1 ). The system is heated in a constant- volume process till the pressure reaches p2-100 kPa (State 2) Sa) Determine the temperature, T, in "C, specific volume, Pi in m'/kg, and specific internal energy, ul, in kJ/kg at state 1; (12.5 points)...
4 A U-Tube manometer is connected to a closed tank, shown below, containing oil a density of 800 kg/m², the pressure of the air above the oil being 6000 Pa, if the pressure at point A is 20 kPa and the manometer fluid has a relative density of 5, Assume x=0.6m. determine the following i. The depth of oil, Z ii. The differential reading, Z2 on the manometer. (5marks) Z2 Z A OIL 5 Explain about the steady and unsteady...