Situation 9. The figure shows the water pressure acting on the sides of a dam that is 20-m long. Detemine the resultant force of the water pressure acting on the dam. Fom- ANSWERS: R= 241.750 x 10° N acting though point (-24.3, 0) m at 0 = 10.728 750 N/m2 1217 N/m? 아 12m -7.5 m-- 12 m-

Situation 9. The figure shows the water pressure acting on the sides of a dam that is 20-m long. Detemine the resultant force of the water pressure acting on the dam. Fom- ANSWERS: R= 241.750 x 10° N acting though point (-24.3, 0) m at 0 = 10.728 750 N/m2 1217 N/m? 아 12m -7.5 m-- 12 m-

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: Q3) Water at 4°C enters a tank of diameter D₁ = 50 cm at a constant mass flow rate of min= 1kg/s. An…

Q: Example-1 10 - Figure 8.4a shows a 20 B1 typical cross section near the center of a gravity 20 B2…

Q: For the following system, determine the specific gravity of the oil and also the pressure on gage C.

Q: Two reservoirs A and B have elevations of 250 m and 100 m, respectively. The two tanks are connected…

Q: A small turbine is run by water from a reservoir, as shown. Both the pipe leading to and away from…

A: Given data: Diameter of the pipe, D= 0.6 ft Velocity, V=10 ftsec The volume flow rate from the…

Q: Example 6.8 For the following flows, determine the components of rotation about the various axes.…

Q: The area within the contour line at the site of reservoir and the face of the dam are as under -…

A: Area of contour line at the reservoir and the face of the dam:-S.No.contour…

Q: 5- Three smooth identical cylinders A, B and C stacked in a V-shaped trough as shown (weight 400 N…

A: Given :

Q: 2. A pitot-static tube (C=1.0) is used to measure air speeds. With water in the differential…

A: Density of air and head water is given and it has been asked to determine velocity through pitot…

Q: 01: A pipeline joining a lake and a reservoir whose water levels differ by 91.4 m has a diameter of…

A: As math type not available, providing hand written solution, and according to our policy providing…

Q: H.W.: Determine the natural frequency of the system shown in the figure. The beam is of negligible…

A: Mass = 25 kg

Q: For the following flows, determine the components of rotation about the various axes. (a) u= xy°z, v…

Q: Through the pipeline system in the figure calculate gauge and absulate presures at A and B J0. 12…

Q: m Water is flowing through a horizontal pipe of diameter 150mm at a velocity of 2-. A circular solid…

A: Given:Pipe diameter, D = 150 mm = 0.15 mVelocity of flow, V = 2 m/sDiameter of solid plate, d = 120…

Q: A water jet of velocity 4.2 m/s and a cross-sectional area of 0.50 m2 strikes a curved vane, as…

A: Data given Flow velocity, V = 4.2 m/s Area of flow, A = 0.5 m2 Angle of split = 540 Solution Flow…

Q: For the following flows, determine the components of rotation about the various axes. (a) u= xy®z, v…

Q: Calculate the horizontal displacement of the C point in the system shown in the figure

A: Use Virtual Work Method (Unit Load Method) Consider the free body diagram of the given frame as…

Q: The velocity potential function for a source varies as A 1 B C D log

A: To check velocity potential function for a source varies as

Q: For the following flows, determine the components of rotation about the various axes. (a) u = xy³z,…

Q: The stream function y = 4xy in which y is in cm² per second and x and y are in metres describe the…

Q: 4. Calculate the force exerted on a stationary curved vane that deflects a 0.025-m-diameter stream…

Q: 10. A vertical storage tank with a hemispherical bottom and a cylindrical shell of 4 m inside…

Q: The river discharges into the reservoir shown at a rate of 400,000 ft³/s, and the outf the reservoir…

A: Given :

Q: 4. A 60-cm-wide belt moves as shown in the figure. Calculate the horsepower requirement assuming a…

Q: Q4. A flownet for flow of a dam shown bellow, find the total flow in m³/day if the length of the dam…

A: X = 1.6 m Y = 2.8 m Length = 1200 m

Q: Calculate the velocity V at B. A 4 m diameter V = 6 m/s 4 m/s C B 2 m diameter V=?

Q: A reservoir contains water has a vertical circular orifice 25.2mm diameter and is first plugged up…

A: Given : H = 2.785m QL = 141 lt/min = 2.35 × 10-3 m3/sec Cc, Cv, and Cd are the hydraulic…

Q: A water reservoir of 300 (Height) x 300 (width) x 500 (depth) m has its free surface at 250 m above…

A: Height of reservoir = 300m Width = 300m Depth = 500m Dia of orifice = 500mm Coefficient of…

Q: The head of water over an orifice of diameter 100 mm is 10 m. The water coming out from orifice is…

Q: A sluice gate, as shown in figure 01, is used to control the upstream water level in a 3 m wide…

Q: 6) Through the pipeline system in the figure calculate gauge and absulate presures at A and B 14 cm…

A: Solution; Given data; P Guage at B is 752cm of water or 73atm P Absolute at B is 762.3cm of water or…

Q: For the following flows, determine the components of rotation about the various axes. (a) u = xy°z,…

Q: A vertical dam has a semicircular gate as shown in the figure. The total depth d of the figure is 14…

A: d = 14 mh = 2 mw = 4mkg/m3

Q: A town with a population of 150000 people is supplied with water through a pipeline from a reservoir…

A: Given: A town with a population of 150000 people. Supplied with water through a pipeline from a…

Q: A 180 kN force is supported by a vertical jet water thru a nozzle. The velocity of the water 15.4…

A: V1=15.4m/s W=180kN

Q: 3.53 The water flows fully through the rectangular channel of lateral dimensions 4 m x 3 m. What is…

A: given- Rectangular channel-dimension=4 m×3 mslope S=0.0006Chezy's constant C=90

Q: Subject: Dynamics of Rigid Bodies Topic: "Work – Energy Relation, Power and Efficiency." Kindly…

Question

Situation 9. The figure shows the water pressure acting on the sides of a dam that is 20-m long. Detemine the resultant force
of the water pressure acting on the dam.
Fom-
ANSWERS:
R= 241.750 x 10° N acting though point (-24.3, 0) m at 0 =
10.728
750 N/m2
1217 N/m?
아 12m
-7.5 m--
12 m-

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

The stream function w = 4xy in which y is in cm² per second and x and y are in metres describe the incompressible flow between the boundary shown below: Calculate : (i) Velocity at B. (ii) Convective acceleration at B. (iii) Flow per unit width across AB. .xy=3 A x=3m- B
I need the question saying estimate the uplift pressure
Solution plz
Q27-B Explain with figure a process called oscillating water column. Give one point about the history of tidal energy.
z=174 m A B z=152 m z=91 m T = and Op ≈pg əx (Pump) C F A pump is used to deliver water from a reservoir to a large tank for a flowrate of 1310 L/s at 20 °C. The connecting pipe connects the reservoir at B with a square-edged entrance. From B to C, the pipe is 760 m long and has three gate valves, four 45⁰ elbows, and two 90° elbows. Gage pressure at C is 197 kPa. From F to G, the pipe is 760 m long and contains two gate valves (Kg.-0.136), four 90° elbows (K90-0.51) and connects the tank with an exit (Kext=1). All pipe is 508 mm in diameter (D) and made by cast iron ( = 0.26 mm). 1) Calculate the average velocity of water in the pipe. 2) Calculate the gage pressure at F. z=104 m 3) If the pump's efficiency is 80%, calculate the power input to the pump. 4) If the shear stress can be calculated using the equation D Op hL major 4 0x L Calculate the average wall shear stress in section F-G. G H
Pair 1.2041 kg/m³ = Calculate: Velocity profile and plotting the dynamic pressure vs. Velocity at main stream velocity 10 m/s and 20 m/s Location 1 2 3 4 5 Initial Velocity 10 m/s P static (Pa) P total (Pa) 123 143 176 256 274 109 132 142 200 136 Velocity (m/s)
Example 6.8 For the following flows, determine the components of rotation about the various axes. (a) u = xy®z, v = - y°z2, w = = yz? y°z? 3 3 (b) u = 3xy, v = とミ 2 (c) u = y, v = – ấr V = -
A semi-infinite body is constructed from a uniform flow with velocity Vo = 13.1 m/s and a source with strengthA = 1148 at the origin. Determine the stagnation point on the body (rstag-TT) and compute the velocity components Vr and Ve and the velocity components Vy and Vy on the surface of the body at 0 = 1.9 rad. Give your answers to 3 decimal places. Istag m Vr = Ve = Vx = Vy =[ m/s m/s |m/s m/s
Determine the natural frequency of the system shown in the figure. The beam is of negligible mass. Given: M=25 kg, E=200 GPa, I=5x10 m4, and k spring =5 kN/m. El 4 m 11