Question 4. The flowrate of the flow is 0,2c m'/s in a pipe placed on a horizontal plane. The pipe diameters are as 0.4b m and 0.2a m for Di and D2, respectively. Find the resultant force *(kN) acting to the pipe by the flow. The gauge pressure at (1) is Pi =2a0 kN/m². (y= (1) 10KN/m') Figure 4

Question 4. The flowrate of the flow is 0,2c m'/s in a pipe placed on a horizontal plane. The pipe diameters are as 0.4b m and 0.2a m for Di and D2, respectively. Find the resultant force *(kN) acting to the pipe by the flow. The gauge pressure at (1) is Pi =2a0 kN/m². (y= (1) 10KN/m') Figure 4

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: Q1: Consider the gravimetric concrete dam shown in Fig. 1. (a) Draw the flow net for the case shown…

A: Gravimetric concrete dam A gravity dam is a structure composed of concrete or stone masonry that is…

Q: Question- A pipe of 324 mm diameter, having friction factor as 0.04, connects two reservoirs with 15…

Q: Two water reservoirs of height h1 = 60 m and h2 = 30 m are connected by a pipe that is 0.35 m in…

A: Given data, H1 = 60 m H2 = 30 m Diameter = 0.35 m Exit pipe submerged = 8 m Length of pipe = 80 m…

Q: The rectangular bin with an inclined gate AB is filled with water to the depth shown. Determine the…

Q: Q2) What is the pressure at point (B)inside the pipe shown in figure below if the water jet velocity…

A: Given data in question Diameter Velocity Elevation To find out Pressure at B

Q: Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized aire in the tank. a.)…

A: Q = 50m3/hr =0.1388 m3/sec f = 0.014 Length of pipe = l = 20+80+40 = 140m

Q: 2)Pipe A,600mm in diameter and 3000m long draws water from reservoir "A" with water surface…

A: As per the given information we have to calculate the required unknown. The discharge through pipe…

Q: Reservoir Y Pipe / 20 Reservoir X Pipe Figure L.I Two reservoir problem Two sharp-ended pipes (A &…

A: In pipe A, The rate of flow will be:

Q: Given the following information about a length of pipe: P1 = 440 kPa V1 = 0.0085 m/s z1 = 5 m v2 =…

A: Applying Bernoulli`s equation between point 1 and 2 in the given pipe flow:…

Q: PB = 2.3 PA 2 bars 30° 2m

A: Pressure at A, PA=2 bars =200KPaPressure at B, PB=2.3 bars =230KPa.Diameter of pipe at A,…

Q: Water flows through the branching pipe as shown in Figure below. If viscous effects in the system…

Q: Determine the flow rate in the siphon shown. Diameter of the pipe is 2.5cm. B 1.8m A water 3.6m Your…

Q: For downward real flow in offset water pipe shown, find: The required pressure at D 1. 2. Determine…

A: Given, PA = 50 kPa L = 8 m D = 20 mm or 0.02 m Q = 0.2 L/s or 0.0002 m3/s

Q: ... T A 30° 2.5m Water hinge L = 2m In the figure shown, a quarter circle gate AOB is hinged at…

A: Water pressure resulting from a liquid flowing on submerged surfaces is what causes hydrostatic…

Q: The diameter of a pipe gradually reduces from 1m to 0.7 m. the pressure intensity at the centre line…

Q: 2. Water at 100C is flowing from point A to point B the 600-mm B inside diameter through pipe shown…

Q: H.W: In the pipe systems show, find the distribution of flow, with a friction factor of 0.0163.…

A: Given data: Friction factor (f) =0.0163 P at first point-1000kPa Pressure at Point A-? Pipe L…

Q: Fluid flows in a 2.5-mm-ID horizontal tube. Find the pressure drop per meter. =0.06 Pa ·s, RD=0.725,…

A: Find velocityRe=ρvDμ205=1000×0.725v2.5×10-3m0.06v=6.7862ms-1

Q: The pressures at the ends of 605m long horizontal pipe flow are 350 kPa and 270 kPa. The pressure at…

A: The values given in the question are as follows length of the pipe(L)=605 m Pressure at upstream end…

Q: 0.5 m B 30 mm 5 m 8 m/s 50 mm 3 m mm

A: Given Data: Water flows into the Tee at 8 m/sec. It flows under a pressure of 40 kPa. Velocity of…

Q: Question 4. The flowrate of the flow is 0,2c m³/s in a pipe placed on a horizontal plane. The pipe…

A: Given Q= 0.2 m3/s D1=0.4m D2=0.8m P1=80 kN/m2 Fx=force component in x direction Fy=force component…

Q: The flowrate of the flow is 0,20 m³/s in a pipe placed on a horizontal plane. The pipe diameters are…

A: When water flows through pipe, a force is exerted on the pipe by water. To calculate force on pipe…

Q: A 300 mm cast-iron pipe is discharge 120 lit/sec. At a point 200 m from the reservoir the center of…

A: Given: Discharge through a 300 mm cast-iron pipe = 120 lit/sec. At a point…

Q: A rectangular gate 1.6 m wide is used as a partition as shown. One side has linseed oil filled to a…

Q: A fully developed two-dimensional duct flow of width W and height D has a parabolic velocity…

A: FORCE BALANCE ON CONTROL VOLUME. THERE ARE TWO TYPE OF FORCE ACTING ON CONTROL VOLUME. ONE IS NORMAL…

Q: Water at 20°C ( ρ= 999.7 kg/m3 and μ=9.7720 x10-4 kg/m · s) is flowing steadily in a hexagonal cross…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: 2. Predict the volumetric flow rate of the siphon (cm³/s), assuming that L = 100 cm, Az = 80cm, and…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: A/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume…

A: At junction A1: Qin=Qout 2=QAG+QAC+QAB 2=0.658544+1.02634+QAB QAB=0.31511 m3/s

Q: The head loss from section 1 to section 2 in the pipe system shown is 2.1m and the head loss from…

A: find the pressure at pt. 3,P3=?

Q: With the chamber-pipe system in the figure, the ideal fluid (water) taken from the infinitely sized…

A: Given:- The chamber-pipe system is given The fixed diameter of BCDEF pipe = 40 cm The elevation of…

Q: Flowrate of water through bend pipe (90°) is 0.21 m3/s. The pipe diameter at the inlet is 150 mm and…

A: The discharge is Q=0.21 m3/s. Consider the following figure. Calculate the velocity at the inlet as…

Q: An open horizontal tank 1.5m high 2m wide and 5m long is full of oil with a specific gravity of 0.9.…

Q: A straight pipe AB, of length 10 m, tapers from a diameter of 40 cm at A to 20 cm at B. The centre…

Q: Check the hydraulic structure shown below against piping and then find the thickness of floor at…

Q: 3. Obtain the gage pressure at the center A of the pipe shown. Ignore surface tension effects.…

Q: 7. For the Pitot Tube below, determine the height that the fluid rises, L, in the column if water is…

A: Velocity of flow through pitot tube is given and it has been asked to determine height of fluid…

Q: The diameter of a pipe gradually reduces from 1 m to 0.7 m. the pressure intensity at the centre…

Q: A pipe 300m long has a slope of 1:100 and converts from a 1-m diameter at its upper end, where the…

A: The values given in the question are as follows: Length of pipe(l)=3000 m Slope ⇒1:1000 Diameter of…

Q: 1. 15C water is flowing through the tube shown in Figure 1 below at a rate of 0.20 m^3/s. If the…

A: Discharge of water in pipe, Q =0.2m3sPressure at section 1, P1 =415 KPaPressure at section 2,…

Q: .) For the tank shown below (width = 1.25 m), determine (6.a) the maximum horizontal acceleration…

Q: Question 4. The flowrate of the flow is 0,20 m²/s in a pipe placed on a horizontal plane. The pipe…

A: Solution Given Data Flow Rate Q=0.20 m3/s Pipe Diameter D1= 0.41 m Pipe Diameter D2=0.28 m Gauge…

Q: 110 mm diameter siphon draws water from the reservoir. hị Considering that the elevation…

A: It is required to determine the velocity at point C. Vc=2gh2=2×9.81 ms2×5.1 m=10 ms The velocity at…

Q: (a) Determine the flow, in m^3/s through the pipe at C neglecting all losses. (1 bar = 100 kPa). *…

A: given- a tapered pipe carrying water. required-to determine flow and pressure at C.

Q: ischarge of the system shown in the figure given below is 15 + It/sn. The flow is opened to the…

A: It means the size of the force. It is the sum of all forces acting on a body. If two forces act in…

Q: Figure shows that the pipe flow of 1200 m^3/day, is driven by pressurized air in the tank. 20m T…

Q: Consider the figure shown below. If the flow rate of water from the tank is 0.03 m/s, the pressure…

A: Case - 1 V2 = Q/A2 = 0.03/(3.14x0.082) = 1.492m/s Case - 2 V2 = (Q/2)/A2 = 0.015/(3.14x0.082) =…

Q: 4. Three cylinders are piled in a rectangular ditch as shown. Neglecting friction, determine the…

A: Determine the reaction at cylinder A and the vertical wall.

Q: A circular door having a diam. of 3m closes a horizontal duct from a small diam. as shown. The…

A: Hydrostatic forces are the resultant force caused by the pressure loading of a liquid acting on…

Q: If the friction headloss is significantly changing in a pipe flow, which of the following is most…

A: Given data in question Pipe flow Friction head loss To be discussed Friction headloss…

Q: Determine in psi the pressure drop between the ends of this duct.

A: Given data: P1=0.0406 lb/in2. P2=0.022 lb/in2.

Question

a=4 b=0 C=1

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 6 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

Water at 20°C ( ρ= 999.7 kg/m3 and μ=9.7720 x10-4 kg/m · s) is flowing steadily in a hexagonal cross sectional pipe b=1.5cm, 20-m-long at an average velocity of 1.2 m/s. Determine: (a) Hydraulic diameter. (b) The pressure drop. (c) The head loss. (d) The pumping power requirement to overcome this pressure drop.
A pipe AB carries water and tapers uniformly from a diameter of 0.1 m at A to 0.2 m at B over a length of 2 m. Pressure gauges are installed at A, B and also at C, the midpoint of AB. If the pipe centerline slopes upwards from A to B at an angle of 30° and the pressures recorded at A and B are 2.0 and 2.3 bar, respectively. (1 bar = 100 kPa) Determine the flow, in m^3/s through the pipe at C neglecting all losses. (1 bar = 100 kPa). (Please round-off final answer to four decimal places) Determine the pressure in bars, recorded at C neglecting all losses. (Please round-off final answer to 2 decimal places)
Obtain the gage pressure at the center A of the pipe shown. Neglect surface tension effects. For Liquid 1 specific gravity= 1.5, for liquid 2 specific gravity= 3.2, h1=15cm, h2= 30cm,h3=75cm
Determine the pressure (in kN/m2) in the pipe shown (Pressure A) if y=1.24 m, h=1.02 m, and the manometry fluid is mercury (Specific Gravity=13.6).
The flowrate of the flow is 0.20 + a/10 m3 /s in a pipe placed on a horizontal plane. The pipe diameters are D1= 0.30 m and D2= 0.20. Please find the force acting to the pipe by the flow. The gauge pressure at (1) is p1 =200 + b*10 kN/m2 . (g=9,81 m/s2, g=10kN/m3 ) a= 4 b=3
A sluice gate flows into a horizontal channel as shown in the figure. Determine the flow through the gate per meter width when y=1.0m and d1=6m. Assume that the pressure distributions at section 1 and 2 to be atmospheric and neglect losses in the channel. Use coefficient of contraction Cc= .85 and coefficient of velocity is Cv=.95.
An inclined rectangular sluice gate AB 1.2 m by 5 m size as shown in Fig. 2 is installed to control the discharge of water. The end A is hinged. Compute the total pressure, center of pressure and the force normal to the gate applied at B to open it.
A water main line is composed of two pipes connected in series, pipes AB and BC. Pipe AB is 500 m long and 30 cm in diameter while pipe BC is 800 m long and 20 cm in diameter. Point C is 10 m higher than point A. The pressure at point C is 3 kg per square cm higher than the pressure at point A and the coefficient for minor head losses due to contraction and enlargement are 0.40 and 0.25 respectively. Determine the discharge and flow direction on the water main line using Darcy-Weisbach formula with f = 0.02 for all pipes. Draw approximately the EGL and HGL.
Water at 15°C (? = 999.1 kg/m3 and ? = 1.138 × 10−3 kg/m·s) is flowing steadily in a 30-m-long and 6-cm-diameter horizontal pipe made of stainless steel at a rate of 10 L/s. Determine (a) the pressure drop, (b) the head loss, and (c) the pumping power requirement to overcome this pressure drop.
The flowrate of water through the bend pipe (90o) is 0.21 m3/s. The pipe diameter at the inlet is 150 mm and the outlet diameter is 75 mm. The outlet is higher than the inlet by 2 m. Frictional losses in the pipe is equal a loss factor of 0.5 applied to the inlet velocity head. The pressure head at the inlet is 8.6 m and the volume of water in the bend is 0.6 m3. Calculate the resultant force and its direction.
Water flows from a to e through the pipe system shown in the figure. It is known that the flow in pipe bfgc is 50 liters per sec. (a) Assuming that C1 = 120 for all the pipes, determine the total flow from a to e. (b) Assuming that all the pipes are level and that the pressure head at a is 80 m, determine the pressure head at point d.
Given the following information about a length of pipe: P1 = 440 kPa V1 = 0.0085 m/s z1 = 5 m v2 = 0.8335 m/s z2 = 0 m Head loss from point 1 to 2 = 0.262 m Find the pressure at point 2