Please answer this Answer the following questions. Solutions mustbe handwritten.Problem: A gravity dam in the figure carrieswater that is 12 m deep on its upstream side.The coefficient of friction between the soil andthe dam is 0.50. y_concrete=23.5 kN/m^3a. How far is the vertical resultant force from thetoe?b. What is the factor of safety against sliding?c. What is the factor of safety againstoverturning?d. What is the soil pressure in heel?e. What is the soil pressure in toe?12m3m2m

Question has five subparts, here only three suparts have been solved.

Answered: a. How far is the vertical resultant…

a. How far is the vertical resultant force from the toe? b. What is the factor of safety against sliding? c. What is the factor of safety against overturning?

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: Exercise, 120 200 KN Draw V q M

Q: Determine the x- and y-coordinates of the centroid of the shaded area. Y 50 1 1 150 50 Answers:…

A: To find out the X and Y coordinates of the centroid of the shaded area.

Q: Q1/ Choose the correct answer (True or False) False O O True AutoCAD provides nine ways to draw an…

Q: The Vicatronic

Q: I want theory part about flash and fire point with details

Q: write this question clearly plz

A: To find out the balanced moment capacity and area of steel Required.

Q: FRONT ELEO ERELEnON : Answer the following 1- explain breifly the benifts and how to use layers…

A: 1. Layer menu benefits. 1. It is used to differentiate between different kinds of items. 2. It can…

Q: Z 300 mm Show Transcribed Text -30° 300 mm 300 mm Find the length of blue line OA.

Q: Distinguish between intermittent system and continuous system of water supply

A: In Intermittent system water supply is divided into several zone and each zone is supplied with…

Q: 5. Where does the water go once it has been screened? 6. What happens during this process?

A: 5) After the water undergoes screening it goes in the Aeration tank for aeration purpose.

Q: Break the shaded area into the five different areas shown. Find the area and the x- and…

Q: What is Ergun equation?

A: Answer Introduction Ergun equation is the extension form of Darcy's Law. The Ergun equation is used…

Q: Please double check the answer if this is correct!

A: Given, σall = 300 kPa a = 20 mm b = c = 250 mm

Q: With the measurements in the following table, calculate the soil moisture flux q (cm/day) between K…

A: Given, Z1=0.5 mZ2=0.8 m Hydraulic conductivityK=240-ψ-2.3

Q: Refer to Figure 8.23. Given: • H, = 6 m • H, = 1.5 m Draw a flow net. Calculate the seepage loss per…

Q: Determine the force in each member of the truss shown. State whether cach member is in tension or…

Q: noose best option. how would you ct set of objects in a drawing? * None of the above By a crossing…

A: By a crossing window is drawn from right to left the set of objects can be selected. Option (b) will…

Q: If Ax B = = A.B then the angle between A and B will be %3D a) п b) π/2 ) π/3 TE e) None of the above…

A: To find angle between A and B

Q: Write some disadvantages of Electronic Record keeping?

A: The process in which computer records all the received , conducted or individual activity is known…

Q: What is the fastest method to create lines? O Relative Cartesian coordinate O Absolute Cartesian…

A: One can draw lines by Direct Distance Entry method in following way: Type Line or L in the…

Q: Provide orthographic views (top, front and right side views) of the below object using First Angle…

A: For the given isometric view, drawing the orthograpgic views as shown below

Q: The following icon of the drawing menu is used to run the command. Parallel Hatch Circle Spline…

A: Here given an icon and ask to find its name.

Question

Please answer this

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 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Interior finishes for wood light frame construction

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

SKIP IF YOU CAN;T SOLVE THE EXACT ANSWER IN THE CHOICES
A concrete, gravity dam has the following cross section properties as given in the figure below. The uplift pressure at the base of the dam varies linearly from 60% hydrostatic pressure at heel to zero at toe. Specific gravity of concrete is 2.4 a. Calculate the factor of safety against sliding. Use u = 0.6. b. Calculate the factor of safety against overturning. c. Solve for the location of the resultant force from the toe d. Calculate the maximum soil pressure developed at the base of the dam. e. Calculate the minimum soil pressure developed at the base of the dam. 2.6 m 8. 21.6 m 18.6 m 12 m
ANSWER SHOULD BE ON THE CHOICES
The section of a gravity is as shown in the figure. Assume hydrostatic uplift to vary uniformly from full hydrostatic uplift from heel to zero at the toe. Determine the total reaction per unit length at the base of the dam (lbs/foot). Use sp. gr. of concrete = 2.4. x = 19.1 ft.
2. Refer to the figure. Assume unit weight of concrete to be 23.5 kN/m. Hydrostatic uplift varies from % of the hydrostatic pressure at the heel and zero at the toe. Calculate the following. a. Calculate the vertical component of the soil reaction on the dam. b. What is the factor of safety against overturning? c. What is the factor of safety against sliding? d. What is the maximum foundation pressure? 1m 2m 9m 6m
show the solution readable please
A masonry dam (sp.gr. = 2.4) of trapezoidal cross-section is 20 m high. It has a thickness of 2 m at the top and 14 m at the bottomas shown in the figure.Coef. of friction under the foundation is 0.80 and assuming there is hydrostatic upliftthat varies linearly from one-half the hydrostatic head at the upstream edgeof the dam to zero at the downstream edge.Determine
Calculate the vertical effective stress at point A in lb/ft in the following figure. Select the correct answer from the options given. A 467.4 B 367.4 267.4 D 567.4 1.5 ft 1.0 ft. 6.0 ft y=106 lb/ft³ 6.5 ft y=110 lb/ft³. 112 lb/ft³ K = 0.68 =0.45
A dam 4 m on top, 18 m at the bottom and 25 m high contains water 20 m deep on its vertical side. Neglecting uplift pressure, what is the stress at the heel? Wt. of concrete is 2200 kg/m³ a. 39 773 kg/m²b. 38 000 kg/m²c. 43 452 kg/m²d. 34 414 kg/m²
For the given dam, the coefficient of friction between the dam and the soil is 0.3. Considering hydrostatic uplift 60% at the heel and 80% at the toe. Unit weight of concrete is 23.5 kN/cu.m.a. Determine the Factor of Safety against sliding. b. Determine the Factor of Safety against overturning. 5.f m = 5.0m
Give me right solution according to the question..
Q2 A small dam of height h = 2.0 m is constructed of vertical wood beams AB of thickness t= 120 mm, as shown in Fig. 2. Consider the beams to be simply supported at the top and bottom. Determine the maximum bending stress Omax in the beams, assuming that the weight density of water is y = 9.81 kN/m3. [Ans: By assuming the beam width perpendicular to the plane as b = 1.0m, Mnax = 5034.5 Nm, ơmax = 2.10 MPa] A B Fig. 2