A gravity concrete retaining wall with a 3.7 m wide base and back wall inclination of 71°, exerts pressures of 128 kPa at the toe and 85 kPa at the heel. If the base has a friction angle of 18° with the supporting soil. The wall is experiencing a lateral earth force of P3= 123 kN/m wall acting at distance Y of 1.6 m from the base, compute the absolute value of eccentricity in meters (3 dp). NOTE: The shape of the pressure diagram at the base depends on the values of pmin and pmax given in the problem. Toe Нel Pmin

A gravity concrete retaining wall with a 3.7 m wide base and back wall inclination of 71°, exerts pressures of 128 kPa at the toe and 85 kPa at the heel. If the base has a friction angle of 18° with the supporting soil. The wall is experiencing a lateral earth force of P3= 123 kN/m wall acting at distance Y of 1.6 m from the base, compute the absolute value of eccentricity in meters (3 dp). NOTE: The shape of the pressure diagram at the base depends on the values of pmin and pmax given in the problem. Toe Нel Pmin

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Multiple Attempts Not allowed. This test can only be taken once. Force Completion This test can be saved and resumed later. This test does not allow backtracking. Changes to the answer after submission are prohi Your answers are saved automatically. A Question Completion Status: 1 3 4 5 7 A Moving to the next question prevents changes to this answer. Question 1 Compute the moment of inertia about the centroidal x-axis Dimensions in inches 7.5 3. 3 6. ASUS ZenBook
Pls help ASAP. Pls show all work and circle the final answers pls.
Q2: For the project, its data shown below find: ● Time in weeks that gives a probability of %97.5 Probability of finishing the project 4 weeks more than TE Probability of finishing the project 3 weeks less than TE Act. 1-2 2-3 2-5 2-4 3-4 3-7 5-6 6-7 4-7 0 8 4 7 7 4 7 10 10 4 M 10 5 9 6 8 14 14 5 P 24 12 21 11 8 15 24 24 12
Find the question, thanx.
AMoving to another question will save this response. estion 43 põints A pipe has a length of 435 meters. Water is flowing in the pipe at a rate of 0.79 m3/s. If the coefficient of friction is f = 0.012, and the headloss in the pipe is 18 m., determine the diameter (in mm) of the pipe. Round off to three decimal places. A Moving to another question will save this response. Question 43 of 48»
Instructions. For the given data, provide the following. Complete Network Diagram highlighting the critical path and showing ES, LS, EF, LF Identify the paths, their duration and slack Provide the table showing ES, LS, EF, LF. TF. FF and remarks. Given: A, B, and Care starting activities D follows A while E follows C B. D and E precede J Kand F cannot start until B, D and E are completed • G follows C and precedes H and I H and I cannot proceed until Fis completed Lfollows K and precedes N • J precedes P, M and S H. I. and P must be completed before Q can start Land M must be completed before N can start O follows N while R follows Q R,O and S are ending activities Dummy activity x is provided after activity I NORMAL TIME ACTIVITY ES LS EF LF TF FF REMARKS 12 5n 3. 4. 10 M. 6. 3.
please show all your solutions I NEED IT ASAP PLEASE
Please help, I will give a good feedback. Short and simple answers are accepted as long as it is not copy paste (not plagiarized) and it is well explained. Question Based on you knowledge: Distinguish between the real and the apparent specific gravity of a soil.
Comment on any relationships noticed in the graphs for Parts A and B. What is the dependency of head losses across pipe fittings upon the velocity head?
A- In the rectangle below, a = 30.05m 10.025, b = 22.30m 10.015. Calculate the standard Error in the total area of this rectangle? B- Answer one (a OR b).
e A:0V • ZAIN IQ l. docs.google.com A Choose the correct answer. (Second (moment of inertia about x-axis tomm lo tromm Samm Ix = 1.04 * 10^6 Ix = 2.01 * 10^6 Ix = 1.01 * 10^6 Ix = 1.8 * 10^6 محو التحديد محو النموذج إرسال عدم إرسال کلمات المرور عبر نماذج Google مطلقا تم إنشاء هذا النموذج داخل University. of Samarraالإبلاغ عن إساءة الاستخدام Google 7ilai
help asap please 4 decimal places