Please solve 17.4,17.5question in figure 17.4 Using Rankine's earth pressures and neglecting the pas-sive resistance, determine the factor of safety with respectto sliding and overturning for the gravity retaining wallshown in Figure P17.4. The unit weight of the concrete is24 kN/m. Take 8' as jd'.If the design requirement is that the eccentricity should beless than B/6, check whether this is satisfied.Find the soil pressures at the toe and the heel.0.5 mSandy= 18.0 kN/md' = 33°6.0 mP.2.0 m1 m2.5 mFIGURE P17.417.5 Redo Problem 17.4 using Coulomb's earth pressures.

Given:Unit weight of concrete =24kn/m^3 Unit weight of soil=18kn/m^3 Angle ¢=33°

g Rankine's earth pressures and neglecting the pas- esistance, determine the factor of safety with respect ding and overturning for the gravity retaining wall n in Figure PI7.4. The unit weight of the concrete is Um². Take ô' as žo'. design requirement is that the eccentricity should be han B/6, check whether this is satisfied. the soil pressures at the toe and the heel. 0.5 m

g Rankine's earth pressures and neglecting the pas- esistance, determine the factor of safety with respect ding and overturning for the gravity retaining wall n in Figure PI7.4. The unit weight of the concrete is Um². Take ô' as žo'. design requirement is that the eccentricity should be han B/6, check whether this is satisfied. the soil pressures at the toe and the heel. 0.5 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: Solve example 10.4 using the virtual work method, assume By is redundant. 120 lb/ft 500 lb A AC B-…

Q: Problem 1. Determine the following unknowns on the beam shown below using Double Integration Method.…

A: Given Beam condition From Equilibrium equations ∑FY=0 RA+RD=36×7+39+22+02×6=357kN ∑MZ=0 taking…

Q: Structural analysis

A: Approach to solving the question: Detailed explanation: Examples: Key references:

Q: Determine the x. Measure it from the y-axis. 100 140 mm 140 mm

Q: 1. Random errors tend to partially cancel themselves in a series of observations. . A discrepancy is…

A: The given statements are to be identified whether true or false. Also, the term 'vertical datum' is…

Q: The shape shown in figure below has its centroidal axis y'-y', x, mm from the y axis. Calculate the…

A: Square section dimensions: a1=9 mm, b1=9 mm, Circular section: r2=1.9 mm, xc=0.33 mm.

Q: Fixed Point Iteration Solve the system of nonlinear equations using Fixed Point Iteration approach.…

A: Given: y=-x2+x+0.75y+5xy=x2

Q: 19 KN/m 22 KN/m 3.42 m A B 2.88 m 5.71 m

Q: 200N 400N 30

Q: Find the Displacement of object if work done on object is 500 J and force applied on object is 22.25…

A: Given data : Work done is denoted by W Force applied on object is denoted by F Required :…

Q: A 443-lb block is resting on a rough horizontal surface for which the coefficient of friction is…

A: Given data Weight of Block Equal to 443 LB Coefficient of friction is equal to 0.4 We are asked to…

Q: Consider the area shown in graph. Suppose that a=4 m, b=6 m, and k=3/8 m^-1. Locate the centroid y…

A: a=4 m, b=6 m, To find:The centroid y of the shaded area.

Q: 1200 N/m A В 10.0 m E = 200 GPa | = 500 x 106 mm A. Value of moment at fixed support. B. Deflection…

Q: A 13m bar of negligible weight rests on the smooth planes as shown in the figure. Determine the…

Q: Determine the following unknowns on the beam shown below using Double Integration Method. Consider…

A: Given data:

Q: 3. (a) Determine centroid of the shaded area of the following figure. (b) Determine the volume V of…

A: Given data:- V of the solid generated by revolving the shaded area through 270 degrees about the…

Q: BONUS PROBLEM Set B: Given figure shown locate the centroidal x and y of the blue areas. Also,…

Q: Refer to the figure below and determine the following using Double Integration Method E = 127 GPa |=…

A: To find slope at point B and maximum deflection in beam

Q: The floor of a light manufacturing building is made of 100 mm thick slag reinforced concrete. having…

A: From table 1-3 and table 1-4 For light weight building wdead= 0.015kN/m2-mm wlive =6kN/m2-mm

Q: Determine the magnitude of moment (Nm) of the 773-N force about point A if x = 0.43 m , y = 0.74 m,…

A: To find moment about point A

Q: using the method in analysis of beam deflections and rotations ( AREA MOMENT METHOD), find the ff.…

A: E = 80GPa I = 100 x 106 mm4

Q: Q.20 What will be the metacentric height of a rectangular block having dimension 6 × 3 × 1.5 m if…

Q: Use the virtual work method to determine the horizontal and vertical displacement of joint E. Show…

Q: Q1/ At this following data, Find the Value of (X1, X2, X3, X4, X5, X6, X7, X8, X9. X10 & X11) by…

Q: 4. Got it wrong, what's the correct answer?

A: Given:Magnitudes of vectors:A = 1B = 1 And angle between them:θ = 33o Resultant vector:We know the…

Q: Figure 1 of 1 Part B Determine the moment of inertia of the area about the centroidal z' axis.…

Q: A beam is subjected to a linearly distributed downward load and rests on two wide supports BC and…

Q: As shown, an area has a centroid located at point C. (Figure 1) The area's moment of inertia about…

Q: Show your complete solution.

Q: Use the virtual work method to determine the horizontal and vertical displacement of joint E. Show…

Q: 13 KN 82 KN/m 3.855 m 3.855 m A B 7.77 m 6.39 m

Q: Use g = 9.807 m/s² = 32.17 ft/s² and ywater = 9790 N/m³ = 62.4 lb/ft³ FL A two-dimensional analysis…

A: Given, FL=fL,V,D,α,ρ,μ,c where, L=Length V=velocity D=Diameter α=angle of attack ρ=density…

Q: using the method in analysis of beam deflections and rotations (CONJUGATE BEAM METHOD), find the ff.…

A: Given, Young modulus E is 80 GPa Moment of inertia I is 100×106 mm6

Q: Part 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the…

A: Part 1 ∑MA=03.5×12×2+122 - Cy×12=0Cy=28 kips∑Fy=0Ay+Cy=3.5×12Ay+28=3.5×12Ay=14 kipsAy=14 kipsCy=28…

Q: Find the correct solution in finding the general solution of the given differential equation. xdx –…

Q: L Problem 2 10 kN/m a. Location of Amax b. Amax 10 m

A: Problem 2 Fixed beam uvl load w = 10 kn/m L = 10 m Double integration method location of maximum…

Q: Refer to the figure below and determine the following using Double Integration Method E = 25000 MPa…

Q: What is the expected error in C in the below equation if you know the random error in A=±34 mm and…

A: Consider the given data Error in A=∆A∆A±34 mmError in B=∆B∆B=±21.4 mm Consider the given equation…

Q: What is the expected error in C in the below equation if you know the random error in A=±34 mm and…

Q: A 185-lb block is resting on a rough horizontal surface for which the coefficient of friction is…

Q: Conduct the following using either Double Integration Method, Moment Area Method, or Conjugate Beam…

Q: ase do ot roun all compulations anU BOX all inal answerS Conduct the following using either Double…

Question

100%

Please solve 17.4,17.5

question in figure

17.4 Using Rankine's earth pressures and neglecting the pas-
sive resistance, determine the factor of safety with respect
to sliding and overturning for the gravity retaining wall
shown in Figure P17.4. The unit weight of the concrete is
24 kN/m. Take 8' as jd'.
If the design requirement is that the eccentricity should be
less than B/6, check whether this is satisfied.
Find the soil pressures at the toe and the heel.
0.5 m
Sand
y= 18.0 kN/m
d' = 33°
6.0 m
P.
2.0 m
1 m
2.5 m
FIGURE P17.4
17.5 Redo Problem 17.4 using Coulomb's earth pressures.

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(Solution for problem 17.4)

Step 2

Step 3

Step 4

Step 5

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 4 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

show complete solution and box the final answer
Q1:- Compute the area of each part by using the proper formula. Then find the total area in Do/Olk/m?. 23 15 10 35 17 28 30 20 13 20
4. For this series of 4 questions, two blocks, A and B, are connected using the cable and pulley system as shown. (The cable and pulley system is friction-less and weight- less.) The coefficient of kinetic friction between block A and the inclined plane is k = 0. 2. Initially the blocks are moving but eventually come to stop. You will be asked to solve for different things. Please pay attention: the numbers may change from problem to problem since they are randomized. 2) If at an instant block A moves down the plane at a velocity of 7.8 ft/s, determine the velocity of block B at this instant. Your answer must include 1 place after the decimal point and the proper unit. The velocity is positive if block B moves upwards. A Your Answer: Answer B units C D
Please do not round off in all computations and box all final answers Conduct the following using either Double Integration Method, Moment Area Method, or Conjugate Beam Method Let El be constant. Given that from Point A, x = 9.48 m. What is the value of El(y)? Given that from Point A, x = 2.80 m. What is the value of El (y')? Given that from Point A, x = 8.32 m. What is the value of El(y)? Given that from Point A, x = 6.13 m. What is the value of El (y')? 63 KN 61 KN/m 21 KN/m 2.80 m 2.49 m A 7.32 m 5.60 m
Instruction: Solve the following problem/s and show your complete solution for each. Input your final answers on the online Form in the link. Variables (a, b, c, d, and e) can be found on the list on page. You must upload your plate on the last part of the online Form. Problem 1. Use slope-deflection method and determine the following unknowns on the beam shown below. Assume El is constant. Show complete and organized solution. Round-off your answers to two decimal places. In the Form input your answer to the following questions. a. Fixed-end moment (FEM) on joint B of member AB in kN-m. Indicate negative sign if counter- clockwise. FEMBA b. Fixed-end moment (FEM) on joint B of member BC in kN-m. Indicate negative sign if counter- clockwise. FEMac c. Moment at joint A in kN-m. Indicate negative sign if counter-clockwise. MAa d. Moment at joint B of member BC in kN-m. Indicate negative sign if counter-clockwise. Mac e. Vertical reaction at roller B in kN. R. "0.7a" m "0.7a" m A(m)=3.70…
Conductthe following using Double Integration Method. Let El be constant. Given that from Point A, x = 3.16 m. What is the value of El(y)? Given that from Point A, x= 8.43 m. What is the value of Ellv')? Given that from Point A, x = 6.41 m. What is the value of Ely)? Given that from Point A, x = 5.70 m. What is the value of Elv')? 73 KN 38 KN/m 46 KN/m 4.0 m A 6.0 m 1.0 m B
What is the deflection at 2.5 m to the right if B in mm? Indicate the negative sign if the answer is negative. Any GEOMETRIC METHOD Use E=200 GPa, I=300x10^6 mm^4
Note: this is not a graded question please help us to understand how to solve this sample question thank you very much A.) Select the answer that most nearly gives the absolute value of axial force on member ab from the virtual structure for vertical displacement of joint d. choices: 1.25 2.36 0.87 0.21 1.68 1.50 2.00 0.55 note: please base your answer on the given choices thank you for the help
Determine the following unknowns on the beam shown below using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Deflection at point B in mm. b. Deflection at point E in mm. c. Slope of the elastic curve at point D in degrees.
Use virtual work method and determine the following unknowns on the frame shown below. Use I = 800 x 106 mm4 and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. GIVEN: a. 18.00 b. 36.80 c. 3.50 d. 5.70 QUESTIONS: 1. Vertical deflection at point C in mm. 2. Horizontal displacement of joint B in mm. 3. Slope of at D in degrees.
show complete solution, the formula used, figures and explanation
In this Frame solve what is asked using the VIRTUAL WORK METHOD. Show complete solution and box answers.