water 3cm D=5 cm Mercury The tank in the has a plug at the 5cm diameter bottom. on the rrght. All fluids are at zóc The Plag will pup out if the hydrestatic force is 30 for this condition what will be the readineg h ont Meicury mahometer on the left side?

water 3cm D=5 cm Mercury The tank in the has a plug at the 5cm diameter bottom. on the rrght. All fluids are at zóc The Plag will pup out if the hydrestatic force is 30 for this condition what will be the readineg h ont Meicury mahometer on the left side?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 94 In the figure, in +he water 0,IM -(2) Alow in the T -shapped pipe inthe horizental plane, the…

A: Following is the given T-Shaped pipe in the horizontal plane: To find: x and Ycomponent of the…

Q: Refer to Fio. STA-OW-O Two cylinders Pand Q are in a channel as shown. The cylinder P has a dameter…

Q: Alfa = 45 in degrees. Gama=9800N/m². H= 5 m. L=4 m. W= 7 m. Calcülate The force F The gate w dth is…

Q: When immersed in a uniform stream, a thick ellipticalcylinder creates a broad downstream wake, as…

Q: rectangular gate sno top, (sp. gr.=0.84) standing 7 m deep on one side, the liquid surface being…

A: To find location of force below hinge

Q: Water flows through a pipe at 5 L/s as shown. If the gage pressure of 12.5 kPa, 11.5 kPa and 10.3…

A: By applying Bernoullis eqn at given points the head loss can be calculated.

Q: Q:-Determine the force exerted on the cone curved surface. The liquid in the tank has a specific…

Q: SP 1 The diameter in fig are 90 cm and 60 cm, at the larger end the pressure is 9.81 kpa, neglecting…

Q: Air fl ows from a large tank, where T = 376 K and p =360 kPa, to a design condition where the…

A: Part a. Part b.

Q: Oil (0.80)

Q: 2-17. The tank is filled with aqueous ammonia (ammonium hydroxide) to a depth of 3 ft. The remaining…

Q: Q2:B) Calculate the power required to pull (1.5m x 1.5m) flat plate at speed (1 m/s) to the left…

Q: An open tar ank conta от и OT Oll (s=0.75). Calculate the pressure at the bottom of the tank.

A: given water depth, Hw = 5m Oil depth, Ho = 2m specific gravity of oil = 0.75, Required: Pressure…

Q: Prob2 Water is pushed out a nozzle by a pump. Q=0.1 m³/s, D₂ = 30 cm. Dn 10 cm, Zn = 7m. z₁ = 1 m,…

Q: The steel pipe shown carries water from the main pipe A to the reservoir and is 2 inch in diameter…

A: Assumption that we will consider to solve this problem: Kinematic viscocity of water at 50oF is…

Q: Brine (SG = 1.1, viscosity = 1.1cP) is pumped at a rate of 45 ft^3/min (ID = 2.5in) from large open…

A: Given, Q = 45 ft3/min or 0.75 cfs D = 2.5 in or 0.208 ft

Q: Q4) Water flows through a contraction section as shown. A pressure gage connected between the…

A: Figure is as shown

Q: Water flows at a rate of 0.012 m³/s through a horizontal curved nozzle (gravity acts into the page)…

Q: Gate AB in Fig. 3-15 is 1.0 m long and 0.9 m wide. Calculate force F on the gate and the position X…

A: Given Gate AB 1 m long Width=0.9m S.G.of oil=0.81

Q: DETERMINE h so THAT THE COMC. DA m S TARTS TO TIP OVERCPIVOT AT A) SEEPAGE UNDER PRODUCES A UNI FORM…

A: Given that, the width of the dam, b = 100ft the concrete dam tips over (pivot A) the seepage under…

Q: Q2: An oil of Viscosity Co.15 pa.s) and specific gravity 0.9 is flows Throngh an inclined (300mm)…

A: The slope for constant pressure throughout the pipe is given by: sinθ=-32μVγD2 Where, V = Velocity…

Q: 6. If the two reservoirs are kept at the same level, the head loss is a) Z1-Z2 b) Zero c) T2-T1 d)…

A: (b) is the correct answer When reservoirs are at same elevation their piezometric heads are same…

Q: Prob2 Water is pushed out a nozzle by a pump. Q=0.1 m³/s, D2 = 30 cm. Dn= 10 cm, zn = 7m. z₁ = 1 m,…

Q: Piston A has a cross sectional area of 1400 mm² While that of piston B is 1000 mm2. B is higher than…

A: For the given problem, use the relation - Pressure = ForceAreaPb = FA ⇒Pb = 4×10001000⇒Pb = 4 Nmm2

Q: Water flows from a pressurized tank, through a valve and out a pipe. If Q = 0.1 ft/s, Az = 10 ft,…

A: given- a pressurised tank having a pipe attached to it. to find- the pressure in pressurised tank.

Q: The system consists of a pipe with a diameter of 0.05m and a length of 4 m, and a hemisphere (radius…

A: Solution;

Q: pottom of the tank due to the 9-ft depth of water. D 7. 4 ft 0.54

Q: 1 pt Piston A has a cross sectional area of 1400 mm2 While that of piston B is 1000 mm. B is higher…

Q: In the figure, in +he water 0,1M -(2) Alow in the T-shapped pipe inthe horizental plane, の3m the…

Q: ulate the maximum displacement (5 m r unique values to use are (everybody wi

A: We know equationδmax=δst1+1+2hδst

Q: A cylindrical tank contains water at a height of 55mm as shown. Inside is a small open cylindrical…

Q: III of dia. 1.0 m is connected to a pipe of 0.1 m in dia. as can be he fluid height inside the tank…

Q: The left leg of U-tube mercury manometer is connected to a pipe-line conveying water. The level of…

Q: The linkage for a hydraulic jack is shown. If the load on the jack is 2000 lb, determine the ressure…

A: This question is related to the Engineering Mechanics. In this problem we calculate pressure acting…

Q: Oil (SG oil = 0.95) flows at 200 L/s through a 200mm diameter pipe, 500m long. Friction factor is…

Q: 12) The pressure gauges 1, 2 and 3 are installed on the system as hown. If the readings of the…

A: The value of absolute pressure P is given by:- P=Patm+P1+P2+P3P=1.01+1+2+3P=7.01 bar

Q: b) The old Hydraulics laboratory in Mechanical Engineering used a roof tank to supply apparatus with…

A: ∆H required = H static + Hdelivery Hstatic = 6m Hdelivery = fLV22*g*d L = length of pipe route v…

Q: redfus af the tube (8) = 2 mm = 2X10m Surface tenston ()= 0.752N/m %3D wetting angle 10) = 130 To…

A: As per the capillary action in a tube we have to determine the value of capillary rise in the tube…

Q: Question Bank - Friction The cylinder and the block are connected by a horizontal cord. Determine…

Q: with water and is 150 cm long. The pressure gogle 0.5 bar. The chsed tank of the figure below is…

Q: The cylinder shown in Fie (5) retains oil bom one side md water fom the other site. Determine the…

A: Step 1

Q: Piston A has a cross sectional area of 1400 mm² While that of piston B is 1000 mm-. B is higher than…

A: Given Data Area at A=1400 mm2 Area at B=1000 mm2 Pressure=Force /area Pressure at B PB +ρgh = PA F/A…

Q: Determine the pressure at point C. The containers are filled with water. 2 ft Air 3 ft 4 ft Probs.…

Q: Oil (SG oil = 0.95) flows at 200 L/s through a 200mm diameter pipe, 500m long. Friction factor is…

A: Using Darcy-Weisbach formula the frictional headloss can be calculated. Further using the definition…

Q: The system in Figure 3-28 has a hydraulic cylinder with a suspended load W. The cylinder piston and…

Q: Piston A has a cross-section of 1,200 cm^2 while that of B is 800 cm^2. B is higher than A by 2 m.…

A: Given Data:Aa=1200cm2PB=4kNAb=800cm2h=2msg=0.8To Calculate: PA

Q: 3. (Crowe ed. 7 Prob 10.83) The 10-cm galvanized-iron pipe is 1000 m long and discharges water into…

A: A discharge is generally a method of the measurement of any fluid flow over a particular unit of…

Q: (4) Consider that we have a horizentral pipe, like shown in the sketh, which is carrying in this…

A: Area of pipe, A=π4D2=π40.22A=0.0314 m2 Velocity of water through pipe, Velocity=rate of flowarea of…

Q: Find the pressure in the tank. Pen 100 kPa pressurized tank 1.0 m 0.1 m fluid A B00 kgim 0.3 m fluld…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

water
3cm
D=5 cm
Mereury
The tank in the has a 5 cm diameter plug at the
bottom.on the rrght.
All fluids are at zóc The
Plag will
pup
out if the hydrestatic force is 30
for this condition what will be the readineg h ont
Meicury mahometer on the left side2

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A pressure vessel is constructed with an open-ended steel cylinder of diameter 6in, length8in, and wall thickness 0.375in. The ends are sealed with rigid end plates held by four1/4 diameter bolts. The bolts have 18 threads per inch, and the retaining nuts havebeen tightened 1/4 turn beyond their just-snug point before pressure is applied. Find theinternal pressure that will just cause incipient leakage from the vessel.
A 2.75-m-diamter wood-stave pipe has 9m3/s of water entering through a horizontal 30oreducing bend where the other end is 1.82 m indiameter. The curved portion is made of steel plate toresist rupture and the bend is embedded in concreteblock weighing 2400 kg/m3. The pressure at entranceof the bend is 138 kPa. The combined weight of thebend and its content is 268 kN. Neglecting friction inthe flow, compute the minimum volume of concreteblock holding the bend that can withstand the thrust ofwater on the bend assuming the coefficient of frictionbetween the concrete and its foundation is 0.30.
A 10m diameter storage tank, 15m high is used to contain four different liquids. 2.50m of liquid A(SG=085), 5m of liquid B(SG=2.40), 3.80m of fresh water, and 2.70m of liquid CSG=7.79). It is provide with two steel bands installed 1m from the top and 1m from the bottom. Determine the : a) total hydrostatic force acting on the wall of the tank. b) the line of action of the total force from the bottom c) tensile force at the top band and the tensile force at the bottom band. Please draw the complete pressure diagram with proper labelling.
A.) The loss factor for a 90 degree elbow is: B.) The total form friction head loss in ft is C.) The actual shaft work needed (since pump efficiency is only 60%) in horsepower or hp is: A centrifugal pump takes brine from the bottom of a supply tank and delivers it into the bottom of another tank. The brine level in the discharge tank is 150 ft above that in the supply tank. The line between the tanks is 600 ft of 4-in. Schedule 40 pipe. The flow rate is 400 gal/min. In the line are two gate valves, four standard tees, and four ells. What is the energy cost for running this pump for one 24-h day? The specific gravity of brine is 1.18, the viscosity of brine is 1.2 cP, and the energy cost is $400 per horsepower-year on a basis of 300 d/yr. The overall efficiency of pump and motor is 60 percent.
From table 8.3: Global valve - k= 10 Short-radius elbow - k= 0.9
A simple turbomachine is constructed from a disk with twointernal ducts that exit tangentially through square holes, asin Fig. P3.156. Water at 20 ° C enters normal to the disk atthe center, as shown. The disk must drive, at 250 r/min, asmall device whose retarding torque is 1.5 N ? m. What isthe proper mass fl ow of water, in kg/s?
Design an I section purlin for an industrial building with Galvanized iron sheets as the roofing material. Span of the truss =14m; Spacing of trusses = 7m c/c; Spacing of purlins = 1.3m c/c; Wind pressure intensity = 3 kN/m2 weight of GI sheets =140N/m2 ; Grade of steel: Fe 410.
The system consists of a pipe with a diameter of 0.05m and a length of 4 m, and a hemisphere (radius 2 m) opened to the atmosphere, and the weight of the system is 50 kN. The lower part of the system is filled with water and the upper part with oil. The system is fixed to the base with 6 bolts. Calculate the force to be covered by each bolt required to hold the system (Note: oil 6867 N/m3, water = 9810 N/m3). (I prefer that the solutions be in text form)
Water is pumped from reservoir A at elevation 750.0' to reservoir E at elevation 800.0' through a 12′′ pipeline. The pressure in the 12′′ pipe at point D, at elevation 650.0', is 80.0 psi. The lost heads are: A to pump suction B = 2.0 ft, pump discharge C to D = 38V2/2g, and D to E = 40V2/2g. Find discharge Q and horsepower supplied by pump BC.
Flow In Closed Conduits 5. Water at 65F is pumped to a tank through a 750 ft 12-in diameter galvanized iron pipe and the flow is 4.5 cfs. (a) Determine the head lost due to friction. (b) How much power, in HP, is required to overcome this head loss? Answers: (a) _______________________________ (b) _______________________________
Determine the available NPSH for the system shown in Fig. 13.38 (b). The fluid is water at 80°C and the atmospheric pressure is 101.8 kPa. The water level in the tank is 2.0 m below the pump inlet. The vertical leg of the suction line is a DN 80 Schedule 40 steel pipe, whereas the horizontal leg is a DN 50 Schedule 40 pipe, 1.5 m long. The elbow is of the long-radius type. Neglect the loss in the reducer. The foot valve and strainer are of the hingeddisk type. The flow rate is 300 L/min.
The gate AB shown in figure is hinged at A and kept closed by a force P at B. Compute for the Hydrostatic Force acting on the side of the gate AB. (Given: p = -18.46 kPa, OIL SG = 0.8)