yFlood waterGround LevelFigure Q1b 8wa (w* -y)(b) An engineering intem has designed a flood defence barrier. The barrier hasa rectangular cross section of width 2w and height h above ground level asshown in Figure Q1b. The intern has provided the following solution for thein-plane stresses (N/m?) in the barrier:pgx'y pg3xyw22w3xy34w3Pg (xydypgx23pg(w²-y2)-3xy%3D4w w?3pgTry(x*w²- x²y?) +pg%3D8w320w8wa (w*-y)where p is the density of the flood water, g 9.81 m/s? is the gravitationalacceleration, and (x, y) are rectangular Cartesian coordinates centred asshown in Figure Q1b.Determine the magnitude of the principal stresses at the material pointidentified as A in Figure Q1b, ifp= 1000 kg/m³, w = 0.5 m, and h = 4 m.

According to given data g=9.81 m/s2ρ= 1000 kg/m3w= 0.5m (Cross section width = 2w )h= 4 mNeed to…

Answered: Flood water A Ground Level

Engineering

Civil Engineering

Flood water A Ground Level

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: give an easy example of snyder's synthetic unit hydrograph

A: Synthetic Unit Hydrographs are used for those catchements which are located in remote areas because…

Q: 4. D. B

Q: For true difference in elevations between two points 'A' and 'B', the level must be set up * At any…

A: A level is used to know the difference in elevation between two points A and B

Q: Gate (AB) is hinged at (B) with 8 = 53.3°, having (1.8m) wide and (92.5kN) weight, find water level…

Q: KN 4m 上 4m 100 t Kat 200

Q: How circular level bubbles adjusted?

A: Bubble level is an instrument designed to indicate whether a surface is horizontal level It is…

Q: For true difference in elevations between two points A and B, the level must be set up at any point…

Q: Reduce the set of municipal cross-section notes in Table 2-8.

Q: Is there any other device available for measuring height of water level by replacing hook guage?

A: Hook guage is used to measure the water level to find evaporation Evaporations also measured with…

Q: 1. With the given profile level notes, STA BM₂ 0 +00 +10 TP₁ 0 +22 + 30.5 +34.2 +39.3 + 42.5 TP₂ 0…

A: To find the Elevation at BMb and to plot the profile

Q: 50kn 1,5m 2-N

A: Given, There is a beam as shown in the figure. There is a point load which is Acting at the middle…

Q: Arrange the following description in the form of profile level notes complete to elevation. A level…

A: The benchmark elevation is given as 12.135m.

Q: bridge located 145 m beyond station 14+00 should be A. 01+45 B. 15+45 C. 145+35 D. None of the…

Q: 4. Components of Hydrograph. 5. Types of Rain gauges.

A: Hydrograph: A hydrograph is the graphical representation of the discharge flowing in a river at the…

Q: FIND PA IN zPa AND VA IN

Q: from a point A 20m above the ground, the angle of elevation of the top of the tower is 29.33…

Q: For true difference in elevations between two points A and B, the level must be set up at any point…

Q: 300N RL=

A: Given Simply supported beam Length, L = 3m Load, W = 300 N Distance of load from left support = 35cm…

Q: Define the term Drainage.

A: Drainage is defined as an artificial process of removing excess water from surface and sub-surface…

Q: Profile Level Notes: The elevation of BM A = 343.43' BS (plus sight) on BM A = 9.43' IFS (minus…

A: Given The elevation of BM A = 343.43' BS (plus sight) on BM A = 9.43' IFS (minus sight) on STA 0+00…

Q: 1. Determine the x and y of the shaded area shown. Y 60 Ø30.00- 30 30 60

A: Determine the centroid of the given section.

Q: Using the following notes, what is the elevation of BM,4 Station B.S. F.S HI Elevation BM12 4.64…

A: Find elevation of BM14?

Q: What is a hydrometer reading?

A: A hydrometer is an instrument used for the determination of the specific gravity of liquids. A…

Q: 6.29. The flowrate passing over this sharp-crested weir in a channel of 1 ft width is 3.5 cfs.…

A: Given figure are:- As, we know that force exercted by the water on weir plate F =ρw·g·A·h' here ,…

Q: Find wetted area and wetted perimeter

A: Introduction : The given question is related with fluid mechanics . In this question we are provided…

Q: 10. What will be the correction for three level sections, if the areas of 3 different sides, which…

A: h= 121.31 h' =45.87 w=145.76 w'= 45.67 w1 = 176.65 w1' = 72.43 to find correction

Q: 13.33M 14.40M 15.45M 16.19M 14.53M 13.82M 13.25M 13.13M 12.97M 10.75M 10.44M 10.31M 10.29M 12.87M…

A: Using Simpsons one third rule, ∫yf(x) dx = h/3 [(y0 + yn) + 4(y1 + y3 + y5 + …. + yn-1) + 2(y2 + y4…

Q: (a) Explain difference between slow sand filter and rapid sand filter. (b) Explain difference…

A: Item Slow sand Filter Rapid sand filter Size of filter Bed Varies from 100m2 to 200m2 Varies from…

Q: Find the difference between the elevations of Station 6 and Station 5 using the following notes:…

A: Highway engineering is a field of civil engineering that entails the planning, design, building,…

Q: What is the HI if the BS is 3.110 and Elevation (where BS is taken) is 158.485?

Q: 1- Recording rain gage 2-pan coefficient. 3- thiesson method. curve 5-infiltrometer 4- rating

A: It is a device used to measure the amount of rainfall at a particular location over a given period…

Q: , the rod reading is 1.159m, 120m from the beginning of the line rod reading is 1.434m, and finally…

Q: abel an earth dam

A: The successive layers of earth when piled together to form core and the upstream and downstream…

Q: why is it important to conduct cross section level for a irrigation canal ?

A: Cross section of an irrigation canal: Components of cross-section: Side slopes Berms Free board…

Q: 3. у" — Зу' + 2у %3D 2x2 |

Q: The elevation of BM A = 611.88' BS (plus sight) on BM A = 6.33' IFS (minus sight) on STA 0+00= 1.50'…

Q: 200h sooN 200N 3m 3m 'R, "y at point C

Q: Profile Level Notes: The elevation of BM A = 628.99' BS (plus sight) on BM A = 4.30' %3D IFS (minus…

A: Given Elevation , backs sights and Intermediate sights/Fore sights .

Q: Describe the groundwater zones. Subject is Water Resource Engineering

A: Groundwater zones refer to different layers or levels of water stored beneath the surface of the…

Q: I need complete solution with diagram The R.L of the point A which is on the floor is 100m &…

Q: Discuss in detail the types and importance of cross drainage works.

Concept explainers

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

100%

8wa (w* -y)
(b) An engineering intem has designed a flood defence barrier. The barrier has
a rectangular cross section of width 2w and height h above ground level as
shown in Figure Q1b. The intern has provided the following solution for the
in-plane stresses (N/m?) in the barrier:
pgx'y pg
3xyw2
2w3
xy3
4w3
Pg (xy
dy
pgx
2
3pg
(w²-y2)-
3xy
%3D
4w w?
3pg
Try
(x*w²- x²y?) +
pg
%3D
8w3
20w
8wa (w*-y)
where p is the density of the flood water, g 9.81 m/s? is the gravitational
acceleration, and (x, y) are rectangular Cartesian coordinates centred as
shown in Figure Q1b.
Determine the magnitude of the principal stresses at the material point
identified as A in Figure Q1b, ifp= 1000 kg/m³, w = 0.5 m, and h = 4 m.

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 by step

Solved in 2 steps with 1 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

Determine the coordinates of the centroid of the shaded area. 3" 6"- 2" H
complete and check the level notes. Note: SS designates a side-shot.
Profile Level Notes: The elevation of BM A = 619.42' BS (plus sight) on BM A = 6.33' IFS (minus sight) on STA 0+00= 2.37' IFS (minus sight) on STA 0+50 = 3.37' IFS (minus sight) on STA 1+00 = 3.50' FS (minus sight) on TP1 = 8.29' BS (plus sight) on TP1 = 1.10' IFS (minus sight) on STA 1+50= 10.04' FS (minus sight) on TP2 = 3.01 What is the elevation of the HI-1? Answer to 2nd decimal place - example 110.15 - don't enter units Your Answer:
9-12 Locate the ibaid y of the area. 4 in. 8 in Proh. 9-17
Text Book answer is 19.62Kn,45.78Kn and 6.54 Kn
What defines ground water table position?
1. A wood frame is being constructed by an engineer as shown in the figure. The wood material has a normal failure stress of 6 ksiand a shear failure stress of 1.5 ksi. Determine the maximumallowable load P that can be safely supported by the frame given that t = 1.25in. and b= 3.5 in. (Note: Use FS= 2 against failure. )
1. Arrange the following description in the form of profile level notes complete to elevation. A level is set up and a reading of 2.995m is taken on a bench mark the elevation of which is 12.135m. At the beginning of the line to be profiled, the rod reading is 2.625m, 30m from the beginning, it is 1.617m, at 60m, it is 0.702m, at 66m and 81m, the rod readings are 1.281m and 0.762m, respectively. On a rock that is not on line, the rod reading is 0.555m. The level is then removed ahead, set up and a rod reading of 1.952m is observed, the rod still being held on the rock. The readings along the profile are then resumed: 90m from the beginning of the line, the rod reading is 1.159m, 120m from the beginning of the line rod reading is 1.434m, and finally 150m from the beginning of the line the rod reading is 2.196m. A. Compute the elevation at the point 60m, from the beginning of the line. B. Compute the elevation of the turning point. C. Compute the difference in elevation at a point 150m…
0.975 -1.31 lo0% 0.475 |3|
Describe about the Horizontal Drainage.
Q18. Draw the plan and elevation of the residential building with the following dimensions. Assume necessary suitable data with minimum dimensions as BIS. 44'11 Patio Bedroom 12'6 x 12'9 PEF Kitchen 11' x 17 Eating Master Bedroom 14 x 16 Bedroom 12'6 x 12 Living Room 14 x 15'6 Porch D-1000 x 2000 mm, D, -900 x 2000 mm, W -900 x 1200 mm, W, - 2000 x 1000 mm, V-800 x 300 mm. Model Paper-l, Q7
2. Find the force in members BC, BE, EF using the method of section. Show the free body diagram with required dimension's and inclinations: Olncluded in manual solution ONot made The force in member EF: N [Tension:+, Compression: -1 The force in member BC: N [Tension:+, Compression: -] The force in member BE: N [Tension:+, Compression: -] (Answer upto 1 decimal place for all values) 2 Without any calculation identifu the zore forco mamberc in the tacs nere to search