Quèstion 49 Avertical cylinder having a circular base of radius 'r and a height of 12 m is filled with water at the rate of 1 m-/min. If the depth of water in the cylinder at the vertical position is 3 m, what would be the resulting depth when the cylinder is in the horizontal position? O A.0.40r O B.0.60r OC.0.30r O D.0.50r

Quèstion 49 Avertical cylinder having a circular base of radius 'r and a height of 12 m is filled with water at the rate of 1 m-/min. If the depth of water in the cylinder at the vertical position is 3 m, what would be the resulting depth when the cylinder is in the horizontal position? O A.0.40r O B.0.60r OC.0.30r O D.0.50r

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Hello, can I get help with this question please?
Need only handwritten solution only (not typed one).
Using the Hazen-Williams nomograph determine the following: a. The head loss as 5.6 liters/s of water flows through a 24.38 m length of 64 mm cast iron watermain pipe. b. The diameter of cast iron pipe that can carry 19 liters/s over a length of 366 m with no morethan a 3 m head loss. c. Compare the head loss that would result from the flow of 6.5 liters/s of water through 305 m ofcast iron pipe for 50 mm and 75 mm diameter pipe sizes.
Please help with solving A,B,C
Problem 5. (20 pts) Calculate the total hydrostatic force and the location of the center of pressure (y,) acting on the inclined, circular gate with water on one side as shown. Given that the radius of the gate is 1 meter. 60 1. Sm sin60 1. 5m Yes 1m sin60" m yer
2. The flow from pipelines A to F is 300 lit/'s. Using a friction factor of 0.015 for all pipelines and with the properties listed below, compute a. the discharge at B b. the discharge at E c. the discharge at D d. headloss from 1 to 5 A Pipelines A TERREY B C D E 8 Length (m) 350 300 320 1100 550 650 Diameter (cm) 40 25 25 30 20 45
A venturi meter of 150 x 75 mm size is fixed in a horizontal pipe carrying water. The pressure gauge at entry read 137.34 kN/m^2 (gauge). The pressure at the throat was 37.5cm of mercury (vacuum). STRICTLY SHOW THE COMPLETE FBD OF THE PROBLEM
Water flows through a Venturi meter as shown below. Determine the discharge coefficient, Cd, of the Venturi meter if the actual discharge is determined to be 2.104 cfs. Use D1 = 12.07 in., D2 = 4.06 in., y = 8.26 in. Points 1 and 2 are centerlines of the inlet and throat, respectively. Round off to five decimal places.
Show the complete solution. Kindly, include the necessary drawings ang label it properly based on given values. 10. A tank with a horizontal sectional area constant at 10m² and 4m high contains water to a depth of 3.5 m. The tank has a circular orifice 5 cm in diameter and located at its side 0.5 m above the bottom. If the coefficient of discharge of the orifice is 0.60, find the duration of flow through the orifice.
Water flow through a venturi meter an inlet dia. = 100 mm and throat dia. =50 mm , P at inlet = 70 kpa. And at the throat 75 mm mercury, if the discharge coefficient = 0.95 , find the flow? %3D
A differential gauge was attached to a venturi meter. The deflection of mercury is 14.3 inches. Assume no headloss. Point B is located at the 6 inches diameter pipe. Point A is located at the 12 inches pipe. Determine the flow rate in ft^3/s. 6 indves 12 inches 143 in
Oil (SG=0.80) flows through aventuri meter as shown,a. Calculate the flowrate.b. Calculate thereading ‘‘h’’ shownby the differentialmanometer fittedto the pipelinewhich is filled with mercury of specificgravity 13.6.c. How will the flow rate change if the liquidflowing through the pipeline is replacedwith water.