Read the question carefully and give me both right solutions. Part BCompute the reading required on C to adjust theinstrument.Express your answers to three decimal places andinclude the appropriate units.HÀ?ValueUnitsSubmitRequest Answer To test its line of sight adjustment, a level is setup near C(elev 193.436 m) and then near D. Rod readings listed inthe order taken are C = 1.793 m, D = 1.771 m,D = 1.700 m, and C = 1.734 m.Part ACompute the elevation of D.Express your answers to three decimal places andinclude the appropriate units.µAValueUnitsSubmitRequest Answer

Answered: Image /qna-images/answer/b6d607cc-0905-4b72-86a3-04fa07edfbe1.jpg

Answered: Part B Compute the reading required on…

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

SURVEYING Given the following differential level notes: STA BS FS BM1 1.73 - TP1 2.5 3.8 TP2 2.75 1.7 BM2 3.15 3.32 TP3 2.45 3.22 TP4 3.9 2.5 TP5 2.78 3.02 BM3 - 1.77 Base on the differential leveling of note in the previous problem, if the elevation of TP3 = 267.28 m, determine the elevation of BM1
The following data were obtained by stadia instrument: RR = 1.95 alpha = 18 degrees and 23 minutes s = 2.20m k = 95.5 HI = 1.62 m c = 0.30 Determine the difference in elevation (DE) of rod and instrument grounds
During the dumpy level test, the observations are as follows:Staff reading stationAInstrument placedB2.2353.545AB1.6052.564Distance between A and B is 250 m and R.L of A is 435.062 m, Find the R.L of B.
Q#1: A profile levelling is carried out and consecutive readings were observed on staff rod along a chain line at common interval of 10 meter which are listed below in table. First reading is taken on bench mark of 105.615 meter reduce level. Station Points Chainage (m) Staff Readings (m) Remarks BS IS FS 1 00 3.005 BM 2 10 2.285 3 20 1.560 4 30 1.785 5 40 2.105 6 50 2.875 3.105 CP 1 X 53.35 3.465 7 60 3.955 8 70 3.120 9 80 3.015 10 90 2.580 11 100 1.955 CP 2 Determine the reduce levels of all points using both line of collimation and rise and fall method. (Present your answer in table form).
The following data were obtained by stadia instrument: RR = 1.95 alpha = 18 degrees and 23 minutes s = 2.20m k = 95.5 HI = 1.62 m c = 0.30 Determine the difference in elevation (DE) of rod and instrument grounds Unit: meter
The height of the tacheometer at A above the ground was 1.55m. Determine the elevations of P and Q, if the elevation of A is 75.5 m. The stadia constant k and c are respectively 100 and 0.0m.
Solve by Rise and fall method Ques- The following consecutive readings were taken with dumpy level and 4 m levelling staff on continuously sloping ground at a common interval of 30 m. 0.585 on A, 0.936, 1.953, 2.846, 3.644, 3.938, 0.962, 1.035, 1.689, 2.534, 3.844, 0.956, 1.579, 3.016 on B. The elevation of A was 520.450 m. (a) Enter the readings in level book. (b) Calculate R.L. of all the points by rise - fall method. (c) Apply usual arithmetical checks. (d) Determine the gradient of line AB.
A 90 degrees V notched weir installed at the end of a rectangular channel controls the flow of water. The rate of flow is 0.35m3/s. If the error in measuring the head is 0.0028m, determine the error in the measured flow. Use the Cone equation Q=1.36H2.48
A line of level is run from B.M.I (elevation=106.40m) to B.M. 2 elevation=110.50m). The lield observations were recorded as given below:
In the two-peg test of a dumpy level, the following observations were taken: Rod Reading Instrument setup at M Instrument setup at P At point A 2.215m 3.450 m At point B 2.550m 3.575m Point P is 3 m away from A while Point A is 57m away from B. Point M is equidistant from A and B. Determine the true difference in elevation between points A and B 0.71 1.20 0.325 1.567 0.335 Determine the correct reading on A when the instrument is at P 4.42 4.74 3.46 2.675 3.725 Determine the correct reading on B when instrument is at P. 4.925 3.80 4.42 1.56 4.74 Determine the error in rod B 1.40 0.35 2.095 0.22 1.135
A dumpy level is set up at one end of a line 120 m long for the purpose of determining the instrument’s stadia interval factor. The line is marked by hubs at every 30 m and a stadia rod is held at each hub. The stadia intercepts at each location of the rod were observed as follows: 0.308, 0.613, 0.918 and 1.222 meters, respectively. The average value of the instrument’s stadia interval factor is:
Velocity Area Method. At certain section of a river, the left and right water edges are 3.0m and 23.0m respectively from an initial reference point. Verticals are located at distances 7.0m, 12.0m, 16.5m, 19.5m, and 23.0m, from the initial point. Depths of verticals are 1.8, 3.5, 4.6, 3.4, and 5.8m. Mean velocities in the verticals are 0.15, 0.30, 0.45, 0.50, and 0.48m. Sketch the cross section of the river using the data given and solve for the average velocity of the flow of the river.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Part B Compute the reading required on C to adjust the instrument. Express your answers to three decimal places and include the appropriate units. HẢ Value Units Submit Request Answer