Handwritten pls. Q3. (a) Determine the resulting hydrostatic force of water acting on thecylindrical wall of the tank and the angle of this force direction vs.horizontal, if R = 0.2m, the wall is b = 0.3 m wide into the paper, and theheight of the water level in the narrow 3 mm diameter tube is h = 0.4m. Usethe following inputs: p = 1000 kg-m³ and g = 9.8 m-s?R

Answered: Image /qna-images/answer/e543c14e-e486-4b42-bce1-c3536c3219fe.jpg

Answered: Q3. (a) Determine the resulting…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A 3 m diameter , 7 m long cylindrical tank is completely filled with water. The tank is pulled by a truck on a level road with 7 m long axis being horizontal. Determine the pressure difference in kPa between the front and back ends of the tank along a horizontal line when the truck decelrates at 4 m/s^2.
A right circular cylindrical tank container, 2m in diameter and 4m high is 1/2 full of water. When rotated about its vertical axis at the rate of 60 rpm:A.) How many meters will the water surface drop at the center of the vessel? B.) What is the pressure, in kPa, at the base of the container along the perimeter? C.) What is the volume, in m^3, of the paraboloid formed by the rotation of the vessel? (Show complete solution)
A 1 x 1 x 1 meter tank is 50% filled with oil (sp. gr. = 0.82) and the remaining is water. When it is translated vertically upward at 5.10 m/s2, the pressure at the bottom is:
A conical tank is inclined with an angle of 60°. A hole with radius 2-in was opened at the bottom. If initially the tank is full to a height of 9 ft, how long will the tank drain? Consider a coefficient of contraction, 0.6.
A rectangular tank 6 m long, 3 m wide and 2m deep contains water to a depth of 1 m. It is accelerated horizontally at 2.5 m/s2 in the direction of its length. A. Determine the net force due to water acting on each end of tank. B. Determine the minumum pressure intensities at bottom C. Determine the slope of the free surface
4. A reservoir supplies water to a horizontal 6′′ pipe 800 ft long. The pipe flows full and discharges into the atmosphere at the rate of 2.23 cfs. What is the pressure in psi midway in the pipe, assuming the only lost head is 6.20 ft in each 100 ft of length? indicaye free body diagram
Water flows at 2 m / s in a 3 m wide 2.5 m deep rectangular channel. There is a 1.10 m elevation on the downstream side of the channel as seen in the figure. Above the elevation, the channel widens to 3.75 m as shown in the figure If b2 = 3.75 m, what should be the maximum value of Δz to prevent suffocation? Draw the specific energy depth curve.
Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank. a) Determine the head loss in the “smooth” pipe in meters if the friction factor is 0.014. b) What gage pressure p1 in kPa, is needed to provide the given flow rate?
A pressure of 35 m of head of water is equal a. 34.40 kN/m² b. 343.40 kN/m² O c. 3500 kN/m² d. 3.50 kN/m²
Estimate the equivalent hydraulic conductivity for flow in the horizontal direction. Also calculate the ratio of kv(eq)/kH(eq). Suppose that k1 = 15 x10^-4 cm/s, k2= 5.0x10^-4 cm/s, k3= 3.0 x10^-4 cm/s, k4= 2.0 x10^-4 cm/s, H1= 1.0 m, H2 = 2.0 m, H3 =1.5 m, H4 =1.0m. kH(eq) = kV(eq)/kH(eq)=
A 300 mm cast-iron pipe is discharge 120 lit/sec. At a point 200 m from the reservoir the center of the pipe is 30 m below the reservoir surface. What is the pressure in kPa to be exerted there? Assume f= 0.02
A closed cylindrical tank with 0.60 m diameter and 1.0 m height is fully-filled with water. The tank is rotated at 200 rpm. What is the pressure (kPa) at the circumference of the top base?

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