Note: Solve the problem as stated below. Draw the FBD. PROBLEMS Figure: 1. In the figure shown, a vertical triangular gate submerged in a certain liquid with s.g. = 0,85. If the eccentricity is 150 mm determine the distance between the top of the gate and the liquid surface, L.S. -== L.S. d -1.2 m 2. In Prob. 1, determine the magnitude and location of the hydrostatic force on the gate. 2.7 m

Note: Solve the problem as stated below. Draw the FBD. PROBLEMS Figure: 1. In the figure shown, a vertical triangular gate submerged in a certain liquid with s.g. = 0,85. If the eccentricity is 150 mm determine the distance between the top of the gate and the liquid surface, L.S. -== L.S. d -1.2 m 2. In Prob. 1, determine the magnitude and location of the hydrostatic force on the gate. 2.7 m

Name: Note: Solve the problem as stated below. Draw the FBD.PROBLEMSFigure:
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: Note: Solve the problem as stated below. Draw the FBD.PROBLEMSFigure:1. In the figure shown, a vertical triangulargate submerged in a certain liquid withs.g. = 0,85. If the eccentricity is 150 mmdetermine the distance between the topof the gate and

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.141RP: The thin-walled cylindrical can with a spherical dimple weighs 0.2 lb. Determine the force P...

See similar textbooks

Similar questions

Evaluate the dimensionless groups hcD/k,UD/, and cp/k for water, n-butyl alcohol, mercury, hydrogen, air, and saturated steam at a temperature of 100C. Let D=1m,U=1m/sec, and hc=1W/m2K.
Compute the surface area of the axi-symmetric domed structure.
The thin-walled cylindrical can with a spherical dimple weighs 0.2 lb. Determine the force P required to push the can into water to a depth of 8 in. Use =0.036lb/in.3 for water.
Find the elevation h (km) where the weight of an object is one-tenth its weight on the surface of the earth.
Answer the following. A: When the pressure of liquid is increased from 3.5 MN/m² to 6.5 MN/m² its volume is found to decrease by (0.08) percent. What is the bulk modulus of elasticity of the liquid? B: An open cylindrical tank (1.2m) in diameter and (1.8m) deep is filled with water and rotated about its central axis at (60 r.p.m). How much liquid is spill and how deep of the water at the central axis.
Which of the following three control volumes would be the most suitable for calculating pressure at point 1? Select one: (c) (1) (a) (1) (b) V (1) me len 0:5. .47
M1 U5: Use the general solution in determining the total hydrostatic force acting on the submerged curved surface. Please provide the complete UNITS ANALYSIS, USE OF CORRECT CONVERSION RATIOS and DIAGRAMS in your hand-written solution. INCOMPLETE/NO SOLUTION means NO CREDIT. Encode your FINAL answer in the space provided after each question. A curved surface is formed as a quarter of a circular cylinder with R = 0.75 m as shown. The surface is w 3.55 m wide. Water stands to the right of the curved surface to depth H = 0.60 m. seawater 0.60 m (SG = 1.03) %3D 0.75 m Determine the magnitude and direction of the horizontal component of the hydrostatic force (in N) acting on the gate. Indicate the direction by putting an R for right and L for left after your numerical answer. Your answer
A circular area of diameter d is vertical and submerged in a liquid. Its upper edge is coincident - 1 attachment with the liquid surface. Derive an expression for the depth to its center of pressure. heg hep C.g. d • c. p.
The flat surface shown is submerged vertically in water. Find the fluid force against the surface. The weight density of water is 62.4 lb/ft. 4ft 8 ft Enter the exact answer. F = lb exact number, no tolerance
A hydrometer fl oats at a level that is a measure of thespecifi c gravity of the liquid. The stem is of constant diameterD , and a weight in the bottom stabilizes the body tofl oat vertically, as shown in Fig. . If the positionh = 0 is pure water (SG = 1.0), derive a formula for h as afunction of total weight W , D , SG, and the specifi c weightγ 0 of water.
1. Find the density of an oil filled in the liquid column as shown in figure. Given that absolute pressure at the bottom is 650 kPa, atmosphere pressure is 1.0132 bar. where X=4m; Y = 4m, Z=2m. (Enter only the values in the boxes by referring to the unit given in the bracket. Do not send the hand written answer sheets to my mail) water oil Y Mercury The density of the oil = (unit in kg/m³) = %3D
Q3) Compute the horizontal and vertical components of the water pressure acting on the face of tainter gate AB of 72° sector of radius 25 ft as shown in Fig.2.Take the width of the gate as unity. The specific weight of water = 62.4 Ib/ft³. 25ft Water C 25-ft radius 36° + 36⁰