Kindly answer correctly. Show all the necessary steps. It's urgent QUESTION 1The following notes were taken during a levelling survey of a portion of a proposedroad.The road when completed must be on an even grade from A to H, and the presentelevation of the stations A and H will remain unchanged.HORIZONTALDISTANCEELEVATIONSTATIONB/SI/SF/S(m)FROMA (m)A.2,865+413,5001,830601,6451,100130D2,345195E3,930265F2,5001,920335G3,475420H.1,5554871.1 Complete the levelling notes by means of the rise and fall method1.2 Calculate the gradient.1.3 Calculate the amount of cut or fill necessary at each point between A and H.

Answered: Image /qna-images/answer/7999c373-f141-4b12-8d82-8802ea1f71c6.jpg

The following notes were taken during a levelling survey of a portion of a proposed гoad. The road when completed must be on an even grade from A to H, and the present elevation of the stations A and H will remain unchanged. HORIZONTAL ELEVATION DISTANCE STATION B/S I/S FIS (m) FROM A (m) A 2,865 +413,500 B 1,830 60 C 1,645 1,100 130 D 2,345 195 E 3,930 265 F 2,500 1,920 335 3,475 420 H 1,555 487 1.1 Complete the levelling notes by means of the rise and fall method 1.2 Calculate the gradient. 1.3 Calculate the amount of cut or fll necessary at each point between A and H.

The following notes were taken during a levelling survey of a portion of a proposed гoad. The road when completed must be on an even grade from A to H, and the present elevation of the stations A and H will remain unchanged. HORIZONTAL ELEVATION DISTANCE STATION B/S I/S FIS (m) FROM A (m) A 2,865 +413,500 B 1,830 60 C 1,645 1,100 130 D 2,345 195 E 3,930 265 F 2,500 1,920 335 3,475 420 H 1,555 487 1.1 Complete the levelling notes by means of the rise and fall method 1.2 Calculate the gradient. 1.3 Calculate the amount of cut or fll necessary at each point between A and H.

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

From the given cross-section notes of an earthworks having an area of 33.1 m2, compute the value of x if it has a sideslope of 2:1.Widthofthe roadway is 10m. Select the correct answer: A. 2.54 mB. 2.74mC. 2.64 mD. 2.44m
Elementary Surveying Instruction: Please show complete solutions for credit. Problem: a. If line DF is the closing line, find its length. b. Find the bearing of the closing line DF, rounded to the nearest minute. c. Find the bearing of course EF. d. Find the length of DE, rounded to the nearest tenth of a meter.
Answer 2-3 2. A rectangular lot was measured using a 50 m steel tape which was found to be 0.025m too short. If the recorded length and width are 180 m. and 120 m. respectively,determine the following:a. Actual dimension of the lotb. The error in area introduced due to the erroneous length of tape 3. A 500 m. track is to be laid out on a straightaway course using a 50 m. tape known tobe 50.06 m long. Determine the measurements to be made on a 300 m track so that thecourse will have the correct length.
The following consecutive readings were taken with a level and 4 meter levelling staff on a continously sloping ground at common intervals at 30m. 0.855(on A), 1.55m , 2,335, 3.825, 0.455, 1.380, 2.055, 2.855, 3.455, 0.585, 1.015, 1.850, 2.755, 3.845, (on B) The Rl of A was 380.500. Make entries in a level book and apply the usual checks. Determine the gradient of AB.
A 120mx120m lot is divided into 9 equal sections. Find the volume (m3) to be excavated if the ground surface is to be leveled to elevation 10m. The elevations of the ground surface at each corner are as follows: A = 19.2m B = 15.3m C = 16.9m D = 19.5m E = 17.2m F = 17.6m G = 16.2m H = 15.1m I = 17.2m J = 18.6m K = 18.2m L = 17.5m M = 18.8m N = 17.1m O = 16.2m P = 17.9m Round your answer to 3 decimal places.
SHOW COMPLETE SOLUTION PLSVALUES:X = 425Y = 25
A 120mx120m lot is divided into 9 equal sections. Find the volume (m3) to be excavated if the ground surface is to be leveled to elevation 10m. The elevations of the ground surface at each corner are as follows: A = 17.1m B = 19.2m C = 18.8m D = 19.2m E = 18.3m F = 19.6m G = 18.9m H = 17.6m I = 18.1m J = 15.2m K = 16.7m L = 16.2m M = 18.7m N = 16.4m O = 19.2m P = 17.5m
SHOW COMPLETE SOLUTION PLSVALUES: X = 425Y = 25A = 5
Figure 2 shows staff readings obtained from a survey along the centerline of the roadafter the settlement on road occurred. The levelling commenced on TBM1 (13.832mAOD) and the reading were taken at 15 m intervals along the line. A settlement wasobserved in the existing road which is located from point A to point B.i) Determine the reduce level of all the chainage points. Apply the arithmeticchecking.ii) Determine the maximum settlement along the road assuming no settlement toplace at point A. Road gradient A to B is fall 1:200.
At regular interval of 5 meters along line AB, the measured offset distances from the line AB to the edge of the stream are: 6.5, 7.3, 12.1, 12.7, 14.5, 16.0, 18.6, 18.5, 16.4, 15.9, 14.7, 13.5, 12.75, 12.5, 9.7 and 2.0. What is the area between line AB and the stream? a. Area using Trapezoidal Ruleb. Area using Simpson’s 1/3 Rule
5. A square piece of land 60x60 m is to be leveled down to 6m above elevation zero. To determine the volume of earth be removed by the Borrow-Pit Method the land is divided into 9 squares whose corners are arranged as follows with the corresponding elevations, in meters, above elevation zero. Find the volume of cut in cu.m by u8nit area basis.A=29.8, B=27.3, C=25.2, D=28.3, E=26.5, F=24.3, G=26.9, H=23.3, I=24.2, J=21.3, K=22.6, L=20.5, M=21.1, N=18.5, O=17.8, P=20.5
From the given parcel of land of the field notes shown: Sketch and Line Bearing Departure(m) Length (m) DA Latitude (m) DMD A-B Due East 34 B-C Due South 76 C-D Due West 50 D-E E-A S 60° E ? a) Determine the missing length E-A (m) b) What is the area of the lot (m2.)?