Answered: A 3m Oil: 2m S.g. = 0.9 %3D (F), B 2m…

Engineering

Civil Engineering

A 3m Oil: 2m S.g. = 0.9 %3D (F), B 2m Water (F,

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

A circular disc of diameter 40 cm is submerged vertically in water. The top most point of the disc just touches the water surface. A. What is the hydrostatic force acting on disc B. Detrmine location of center of pressure below water surface Complete solution needed
6.2 At the concrete dam bottom shown in the figure, a pipe of diameter d takes water through a water turbine and discharges it into the 2/3 atmosphere. If the water head is h, the friction loss through the suction pipe is H1, and the pressure at the turbine inlet is p gage. Determine the fluid power P in kW that delivered by the turbine. Water h Concrete dam h = 85 m d = 140 mm p = 12.5 bar HL =10 m
If the fluid is contained in a long, narrow vessel so it can expand in essentially one direction only, show that the effective coefficient linear expansion a is approximately equal to the coefficient of volume expansion b?
The hydraulic jack in the figure is filled with two types of oil, the specific gravity of oil 2 is equal to 80% of oil 1. Neglecting the weight of the two pistons, what force F (lb) on the handle is required to support the 2000-lbf weight for this design? Take the specific gravity of oil 1 = 0.9. 6 in 3 in 2000 lbf Oil 2 Oil 1 3-in diameter in 15 in 1-in diameter F
2. The 600 mm pipe shown in the figure conducts water from a reservoir A to a pressure turbine, which discharge through another 600 mm pipe into water tank B. The head loss from A to 1 is 5 times the velocity head in the pipe and the head loss from 2 to B is 0.2 times the velocity head in the pipe. If the discharge is 700 L/s, what horse power is being given up by the water to the turbine and what are the pressure heads at 1 and 2 2 HE = 49.20 m HP = 453.50 hp (input) P₁/y = 53.63 m P2/y = -4.43 m A WS El 60 m EL 4.5 m 600 mm 600 mm US 90 kPa EL 0 m
The tank shown has one curved surface restraining a body of static fluid, with the following dimensions: w = 5.25 m h1 = 2.4 m R1 = 0.90 m Required Compute the magnitude of the resultant force, in kN, to the nearest 100th. Water h1 R1
Question Certain fluid parameters are provided The inner cylinder, with a diameter of 20 cm, remains stationary, while the outer cylinder, with a diameter of 21 cm, holds the liquid up to a height of 30 cm. There is a 1.0 cm gap between the bottom of the two cylinders. By rotating the outer cylinder at a speed of 200 revolutions per minute (r.p.m.), the torsion meter attached to the inner cylinder registers a torque of 6.0 N-m. a. Determine the toque on the bottom in terms of b. Determine the toque on the surface in terms of ..... c. Determine method the viscosity of a liquid (N-sec/m^2)(Ans up to 2 decimal) μ (Ans up to 4 decimal) ..u.(Ans up to 4 decimal) using the rotating cylinder
Solve please.
Consider the pressurized horizontal pipe network consisting of three pipes arranged in series. The characteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 5 cfs and the pressure head at Node A is yA = 200 feet. The temperature of the water is 60° F. a) Determine the friction head loss hfric in feet in Pipe 1. b) Determine the friction head loss hfric in feet in Pipe 2. c) Determine the friction head loss hfric in feet in Pipe 3. d) Determine the pressure head ys in feet at Node B. e) Determine the pressure head yc in feet at Node C. f) Determine the pressure head yo in feet at Node D. Flow Friction Pressure Diameter Length Friction (feet) (cfs) head Нead Pipe (inches) factor f Kpipe loss (feet) Node (feet) 1 16 500 0.011 5 A 200 2 12 1000 0.013 B 3 10 750 0.015 D Node Node Node Node A в D 5 cfs 5 cfs Pipe 1 Pipe 2 Pipe 3
A reservoir contains two different fluids is shown in the figure. The height of the water is 8 m, and the height of the oil (SG = 0.86) is 4 m. a. Determine the density of the oil. b. Determine the pressure between the oil and water in kPa. C. Determine the pressure at the bottom of the reservoir in kPa. OIL WATER
A large oil tank contains a circular gate with a diameter of 2 meters fixed to the inclined wall of the tank, as shown in Figure 2. The gate is installed on a column along its horizontal diameter, oil height 12 m above the column. Find the force needed to open the gate, if you know that the density of oil is 850. (Ixc=nR¹/4) V Ⓒ2m 12m Fig. 2