By route A (3.0 km long) point M is 111.200 m higher than point N. By route B (4.0 km long) M is 110.970 m above N, and by route C (6.0 km long) M is 101.260 m above N. Determine the weighted mean difference. a. 85.424 m b. 81.686 m c. not included on the list d. 79.424 m e. 83.353 m

By route A (3.0 km long) point M is 111.200 m higher than point N. By route B (4.0 km long) M is 110.970 m above N, and by route C (6.0 km long) M is 101.260 m above N. Determine the weighted mean difference. a. 85.424 m b. 81.686 m c. not included on the list d. 79.424 m e. 83.353 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: 5. Readings on a rod held at two points and B, 75 m apart, are 2.965 m and 1.295 m, respectively.…

Q: magnitude and direction of the resultant.

A: GIVEN:

Q: q = 150 kN/m 92 55° 1.5m 3m 2.7m

A: To find out the magnitude of q2.

Q: 3 if El is 15.0 x 10^3 kNm^2 lote: Use two (2) decimal places in the nal answer. 15 kN 6 kN/m B C D…

Q: Repeat Problem 3.6 using Eq. (3.30).

Q: absolute pressure required to lift the column of water

A: Given Height to be lifted ,H= 5m Density , ρ = 1000kg/m³ Atmospheric pressure = 101,325Pa

Q: corrected level for point (A)

A: Dear students here i answered to this problem according to the value given for Fore spacing and Back…

Q: A trapezoidal channel discharges water at a rate of 45 m³/s. The wetted perimeter and area are 14 m…

A: Discharge Q=45 m3/s, Wetted perimeter P=14 mArea A=18 m2manning's constant n=0.015 It is needed to…

Q: For figure below, the reduced level for A is 250m. Calculate the reduced levels for points B to E.…

A: RL of A =250 m Hight of instrument in first position H.Ifirst= RL of A+back site reading at…

Q: A horizontal jet of water its cros-sectional area of 0.0029 m² hits a fixed vertical plate with a…

Q: PROBLEM 2: Find the required slope of the channel bottom when water flowing at the rate of 5.82…

Q: An iceberg (SG = 0.93) is floating on seawater (SG = 1.02). The volume of the iceberg is 50 cubic…

Q: 3. Calculate the value of frictional slope for a rectangular channel having width 5m and

A: To find : Value of frictional slope.

Q: Find the dB gain for a whisper increasing from 10^−11 watts/cm^2 to 10^−10 watts/cm^2.

A: Intensity 1 = 10-11 watts/cm2Intensity 2 = 10-10 watts/cm2To determine = Decibel gain

Q: 10) If this material is subjected to a stress amplitude of 450MPA, approximately how many cycles of…

A: S- N Curve is a graphical representation of Stress Amplitude versus no. of cycle of reversal of…

Q: A 30-m steel tape standardized at 20°C and supported throughout under a tension of 9 kg was found to…

A: To determine correct distance to lay off 53.43 m m using the given tape. Given, Standardized…

Q: Determine the most probable value of the elevation BM2. Route A: Distance from BM1 = 6.32 km and…

A: We have to find the value of most probable value of the elevation BM2.

Q: 24. Determine the absolute pressure required to lift the column of water from 5m depth. Assume…

Q: Find the value of passive earth pressure coefficient if the angle of shearing resistance as 26…

A: Given :- Angle of shearing resistance Ø = 260 Passive Earth Pressure coefficient Kp = 1+sinØ /…

Q: -. Determine the force of impact of the jet on the plate ?

A: Given data. Area,A= 0.0028 m2Velocity, V=4 m/sDetermine the force of impact of the jet on the plate…

Q: 7. Determine the best site using center of gravity technique Pasig Taguig Mandaluyong Makati Pasay…

Q: An iceberg (SG = 0.93) is floating on seawater (SG = 1.02). The volume of the iceberg is 50 cubic…

A: Given data :- Specific gravity of ice bery(SGIB) = 0.93 Specific gravity of seawater (SGSW) = 1.02…

Q: Between the ground points, A and B, is 39.50 m and the horizontal distances between the two points…

A: NOTE: as per our guidelines we are supposed to answer only 3 sub parts. Please repost others…

Q: A +B = 2i-j+ 2k Find A, and determined their magnitude ?

A: We have to solve the two given vector equations,

Q: Q.1/Say whether the following statements are true (T) or false (F). 1. Ebb and flow results from…

A: State True of False 1. EBB and flow is the fluctuation of water in the sea which occurs due to moon…

Q: 12 kN 14 kN 16 E B D

Q: Given the tabulated data from a transit-tape survey: LINE LENGTH Bearing S6 deg 35 mins W N 17 deg…

A: LINE LENGTH (l) (m) BEARING LATITUDE L=lcosθ DEPARTURE D=lsinθ 1-2 445.66 186°35' -442.72…

Q: concrete lined rectangular channel 5.5 m wide carries water at a rate of 10 m3 /s. Calculate…

Q: Figure No. 5 Given q = 100 N/m, P = 60 N and Mo = 1000 N.m. L1 = Sm, L2 = 2m, and L3 = 2m M

Q: Determine Slope at A, B, D (Indicate direction) and displacemnet of point A (Indicate direction)

A: Given :Required :Slope at ASlope at BSlope at DDisplacement at A

Q: What must be the mass of block A if it is to descend 12 m in the first 3s after the system is…

Q: Find the velocity and discharge through a trapezoidal channel of 1.5 m wide and side slopes of 1.5…

A: Solution Given Data B=1.5 my= 1.2 mManning's conatant n=0.025S=12500

Q: 14. The cost of borrow per cubic meter is P500 and the cost of haul per meter station is P20. The…

A: "Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: Evaluate the FoS for the below slope, when it is underlain by a hard stratum as shown below: 1:2 H-8…

Q: BM1 ELEV. 1,850.00 meters Compute the elevation of BM2 4.56 7.13 9.50 TP1 4.33 6.17 TP2 5.80 BM2

Q: |20 kN 8 kN/m C -A 1.0 m AEAE El 2EI AECD 2.0 m D E VE 4.0 m 4.0 m 8.0 m Determine the value of the…

A: Reaction at AE and CD member, RAE=RCD=202+8X82=42 KN(Beacause of symmetry of loading load is equally…

Question

By route A (3.0 km long) point M is 111.200 m higher than point N. By route B (4.0 km long) M
is 110.970 m above N, and by route C (6.0 km long) M is 101.260 m above N. Determine the
weighted mean difference.
а. 85.424 m
b. 81.686 m
c. not included on the list
d. 79.424 m
е. 83.353 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: Introduction

VIEW

Step 2: Weighted mean difference

VIEW

Step by step

Solved in 2 steps

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

I want an accurate and detailed solution
Determine the absolute pressure required to lift the column of water from 5m depth. Assume atmospheric condition of 101,325Pa and density of water at 1000kg/ m3. a. 81,705Pa b. 52,275Pa c. 49,803Pa d. 50,313Pa
Draw Shear force, bending moment and axial force diagram. 17,5 kN/m 不 5 m 3. 4 KN 110 În 6,5 不个个个个个个 M ← 10 A ㅎㅎ 54 буки
None
Example 4.2 Along rectangular channel is 3m wide & carries water at the rate of 13m/sec. At a certain point there is an approach change in the slope from 1:60 to 1:600 , determine: a)whether the hyd. Jump will form? Solution Q = * R2/3 * S1/2 A n 3y1 1 (3y,)(: 13 0.015 3+ 2y1 Y1 = 0.79 m 1 3y1 13 = (3y2)G 3+2y2 0.015 Y2 = 1.82m 2 (13/3) 3 3 Ye = = 1.24 m 9.81 Y1 < Yc
250 m 38 m N.A. N.A.- 300 m 25 m 216.29 m 200 m 38 m 150 m A) Determine center of gravity B) Determine Na using Parallel Axis Theorem C) Determine QNA and Q200 (200 m from the bottom)
Here is data for two profiles of density vs depth.plot density vs depth for the two stations on the same plot. Also compute and plot the Pressure Gradient Force as a function of depth resulting from the difference in density between the two stations, assuming that the stations are 1000m apart. Depth (m) Station 1 Density (kg/m^3) Station 2 Density (kg/m^3) 0 1023.242514 1023.451596 1 1023.242772 1023.451697 2 1023.242816 1023.451864 3 1023.242899 1023.452068 4 1023.242963 1023.452379 5 1023.243086 1023.454251 6 1023.242764 1023.456634 7 1023.243269 1023.460935 8 1023.256574 1023.47523 9 1023.339578 1023.507671 10 1023.474892 1023.551871 11…
A house with 932 kN weight is built on a steep slope defined by points A, B, and C. To help assess the possibility of slope failure (mud slide), determine the components of the weight in directions normal (perpendicular) to the slope. The rectangular form of the weight and the component of the weight perpendicular to the slope defined by the points A, B, and C.
A concrete lined rectangular channel 5.5 m wide carries water at a rate of 10 m3 /s. Find the slope of free water surface at this point if the channel bed is having a slope of 1 in 2000. Take Manning’s constant N = 0.01. a. 0.02613 b. 0.00216 c. 0.00145 d. 0.00696
What is horizontal component of 30 kN? a. 25.98 kN b. 20.98 kN c. 22.98 kN d. 27.98 kN What is the vertical component of 30 kN? a. 12 kN b. 13.2 kN c. 15 kN d. 17.5 kN