Q 5 A vertical axis circular cylindrical water storage tank of cross-sectional area A is filled to a depth of 15 m. The tank is 4 m in radius and is made of steel having a yield point of 240 MPa. If a safety factor of 2 is applied,determine the required tank wall thickness.. [Use ywater = 9800 N/m³]

Q 5 A vertical axis circular cylindrical water storage tank of cross-sectional area A is filled to a depth of 15 m. The tank is 4 m in radius and is made of steel having a yield point of 240 MPa. If a safety factor of 2 is applied,determine the required tank wall thickness.. [Use ywater = 9800 N/m³]

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Problem 1 : A water tower holds a total volume of 100,000 L of water (10oC). The diameter of the tank is 6 m. The bottom of the tank (elevation 1030 m) connects to an outlet pipe (diameter 1/2 m) for supplying water to the water main (elevation 990 m). According to the local guidelines, pressure at any point along the water main must be between 30 and 60 psi (including the junction point with the outlet pipe). How will be water tower’s discharge rate (in gpm) be designed?
A cylindrical gate with surface XY is supported by a hinge at point 1. The length of the gate perpendicular to the figure is _____ m. Solve for the location of the horizontal component above point 1 in m. Unit wt of water = 9.81 kN/cu.m. LENGTH= 8 RADIUS = 5.5 ANGLE = 62 Y RADIUS 1 ANGLE 2.10 2.13 1.64 1.62 X Next ▸
5. A triangular gate 4 ft base and 6 ft high is placed on the surface of a dam shown in the figure. Its base is hinged and the vertex is attached to a cylindrical buoy whose weight is 100 lb. The external diameter of the buoy 12.8 ft is 4 ft and the weight of the gate is 200 lb. The mechanism is such that the buoy will open the gate if water surface will rise higher than 12.8 ft. What is the height of the cylinder below the water surface. Answer:5.73 ft 4 ft 0.6 0.8 + a ft 6 ft
Problem 4Given: The cylindrical piling for an offshore platform is expected to encounter currents of 160 cm/s and waves of a 12 s period and 3 m height.Required: If a 1:60 scale model is tested in the wave tank, what will be the current speed
Please solve it correctly if you're not sure skip i do not need wrong solution.
The wall thickness of a 6-ft diameter spherical tank is 5/8-in. Calculate the allowable internal pressure (in psi) if the stress is limited to 7 ksi.
A 2 m long metal cylinder with an external diameter of 700 mm and a wall thickness of 45 mm is filled with water at a pressure of 10 Bar. Young's modulus E = 80 GPa, Poisson's ratio v = 0.3 Calculate the hoop stress, oH, in megapascals (MPa) correct to two decimal places. MPa Calculate the longitudinal stress, OL, in megapascals (MPa) correct to two decimal places. MPa Hence, calculate the maximum strain, ɛH, in the cylinder. Enter your answer in micro-strain correct to two decimal places: EH micro-strain
Need more detailed solution than existing ones
Q1: Calculate the maximum gas pressure that can be carried by a cylindrical vessel of a radius 1 ft and a thickness wall of 1.5 inch and a stress limited to 15 ksi. What will be the maximum pressure if the thickness is made 2.5 inch? (20 M)
Subject: Hydraulics A closedcylindrical vessel 5 ft in diameter and 6 ft high is 3/4 filled with molasses(SG = 1.24) and rotated about its vertical axis. Air is pressurized at 14.5psi. a. If w = 50 rpm, solve for thepressure at the base at the circumference of the vessel b. If w = 75 rpm, solve for thepressure at the base at the circumference of the vessel c. Solve for w (in rpm) so that thereis no water at the base of the vessel within 1.8 ft radius
needed pls, thank you
Calculate the boiler capacity for the shown BANK hall (revolving doors) Uwall=0.8 Udoor=2.5 Ufloor=0.75 ACH=0.5/hr Uceiling=0.7 Uglass=3.5 HEIGHT OF THe WALL IS 4 m To = 0°C, Rh= 80% 80 m Glass Door 5x2 m 1.5 X1 m Ti = 20°c Rh=45% 2X1m 3X1 m 40 m Bank 20 persons Glass Door 4x2 m 2X1m Adjacent building