Reciprocal leveling gives the following readings inmeters from a set up near A: on A, 1.110; on B,0.887, 0.995, and 0.884. At the setup near B: onB, 1.549; on A, 1.673, 1.670, and 1.666. Theelevation of A is 1045.343 m.Determine the misclosure of B.Express your answer to three decimal places and include appropriate units.Misclosure =SubmitPart BelevB =μÁValueRequest AnswerCHAValueUnitsDetermine the elevation of B.Express your answer to three decimal places and include appropriate units.Units??

Answered: Image /qna-images/answer/e5206987-b982-45ba-a686-14886478f024.jpg

Answered: eling gives the following readings in…

eling gives the following readings in set up near A: on A, 1.110; on B, nd 0.884. At the setup near B: on , 1.673, 1.670, and 1.666. The is 1045.343 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: Consider the truss shown in (Figure 1). Assume all members are pin connected. Suppose that P = 6.8…

A: Given: P = 6.8k

Q: A soil sample has a bulk weight of 19.8 kN/m³ at a water content of 20%. Assume G₁ = 2.7 and…

A: The bulk unit weight, γt = 19.8 kNm3 Water content, w = 0.2 The specific gravity, GS = 2.7 To…

Q: 4. For the vessel containing glycerin under pressure, calculate the total pressure at the bottom of…

A: Given Data Air pressure (Pa) = 50 kpa = 50 × 103 N/m2 Determine the total pressure at bottom of…

Q: A concrete beam is post-tensioned by a cable carrying initial stress of 1000 N/mm2, the slip at…

A: Given- Initial stress=1000 N/mm2slip ∆=5 mm=5×10-3 mModulus of elasticity E=210 kN/mm2=210×1000…

Q: a. find the distance from A to B b. find bearing from A to B

Q: b.) What is the specific gravity of the gage fluid if h₂ = 0.5 m and pA - PB = 2.9 kPa 0.5 Flow n.…

Q: The minimum flow of a river is 50 m³/s having a dissolved oxygen (DO) content of 7 mg/1 (80%…

Q: Question In regime channel the discharge is 16 m³/s if depth of flow is 1 m then according to…

A: Given data- Regime channel- Discharge Q=16 m3/s, Depth of flow y=1 m, Side slope 1 H : 1 V To Find-…

Q: 11.6 kips Part 1 2.9 Correct 2.2 3.9 kips 5.1' OB RA If the resultant passes through B, the original…

Q: A shear vane of 7 cm diameter and 11.0 cm length was used to measure the shear strength of a soft…

A: Given that :- diameter = d = 7 cm length = H = 11.0 cm Torque = T = 700 kg-cm Find the shear…

Q: Define 'Shape factor'. Determine the shape factor of an I-section which is symmetrical about…

Q: Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L…

A: Concrete shear reinforcement is designed to resist forces greater than concrete's shear strength. A…

Q: Problem 1. A column foundation (Figure below) is 3 m × 2 m in plan. The load on the column,…

A: Dimensions- 3m×2mLoad- 4500 kNDf=1.5 m∅'=25°c'=70 kN/m2To determine- Average vertical stress 4 m…

Q: Two cylinders A and B weighs respectively Weven 150KN and 200KN. What is the tensile stress…

Q: For the aluminum shaft shown (G= 27 GPa), determine (a) the torque T that causes an angle of twist…

Q: A rectangular beam 300 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

A: Given data : Width of beam = 300 mm Depth of beam = 500 mm Diameter of bars = 4 - 20 mm bottom bars…

Q: A cantilever beam carries a tip load and moment applied at the ti as shown in the figure. Find the…

A: Assume compressive stress is (-)ive and tensile stress as (+)ive. The shear causing clockwise…

Q: A steel har 900 mm long. Its two ends are 40 mm and 30 mm in diameter and the length of each rod is…

A: Given Data : This is a problem of Solid mechanics where we have to determine :

Q: In a falling head permeability test, the time taken for the head to fall from hi to h₂ is t. If the…

Q: Compute the slope of the elastic curve at B and C and the deflection at C for the cantilever beam;…

Q: Calculate the friction drag on a plate 0.15 m wide and 0.45 m long placed longitudinally in a stream…

Q: (e) The main sanitary sewer is to serve a population of 76000. Calculate the size and slope of the…

Q: The level of water in the reservoir is 1.25 m. If there is a rainfall of 38 cm occurring in a month,…

A: Given Rainfall = 38 cm Water level = 1.25 m =125 cm Class A pan pan evaporation=32 cm Level of water…

Q: Calculate spacing between expansion joints, if the expansion joint gap is 2.0 cm in a cement…

A: Given data- Cement concrete pavement- Expansion joint gap = 2 cm =0.02 m Laying temperature=10oC…

Q: 7. When becomes possible to have a high density on a highway, but a flow of approximately 0 veh/hr?

A: Traffic flow is defined as the total number of vehicles passing a given point in a given time. It…

Q: Question 29 An A36 angle bar is used as a tension member connected on both legs with 20 mm . Given…

A: Given:- The steel used = A36 The value of s = 60 mm The angle used = L6×312×516 The gross…

Q: ) Rain fall over a basin in three consecutive hours are 10 mm, 20 mm and 10 mm respectively.…

Q: In a canal irrigation project, 76% of the culturable command area (CCA) remained without water…

A: Given data- A canal irrigation project- 76% of the culturable command area (CCA) remained without…

Q: H.W. 2: What is the total active force/unit width of wall and what is the location of the resultant…

Q: 2- The density of a liquid is to be determined by an old 1-cm-diameter cylindrical hydrometer whose…

Q: When a ship enters a sea from a river, one can expect it to:

A: Answer : Rise a little

Q: A. Assume g = 30.50 ft/s² and V = 6ft³. a b C d e f v (m³/kg) 0.01500 p (kg/m³) 1700 7 (kN/m³) 9 m…

Q: Using rational method, rainfall intensity-duration curves and the data given in Fig. P 2.27 com-…

Q: Oil (p = 888 kg/m², μ = 0.8 kg/m.s) is to be transported in a smooth pipe having d'imeter D = 5 cm…

A: In a smooth pipe when Reynolds number is less than 1000, flow is termed as laminar and when greater…

Q: A rigid beam is connected to two posts (A and B) anchored to a floor, as shown in the given figure.…

Q: 3- A cylindrical thin-walled pressure vessel was made by welding components together in a helical…

Q: When a ship enters a sea from a river, one can expect it to: 1. rise a little 2. sink a little 3.…

Q: The magnitude of slope at end B for propped cantilever beam as shown in figure below if the end B is…

Q: Where precisely does the analysis and monitoring of traffic come into play is something that has to…

A: NTA is a technique for tracking network activity and availability to spot abnormalities, such as…

Q: 2. Congestion starts at 6am in an expressway. Survey found out that an average of 600vph entered the…

A: a). Time of dissipation The time of dissipation is the time when the congestion is completely…

Q: oblem - A 5.5m x 6m slab has main reinforcements running in both directions. Estimate for the…

A: Given data: Steel rod: diameter = 12 mm length = 9 m Slab: L=6 m B= 5.5 m Spacing = 15 cm

Q: is composed of coarse sand having a bulk density of 2 g/cm3, K of 0.1 cm/sec, porosity of 0.25 and…

Q: e) Bx (no need to indicate direction since this is an internal force) f) Net force in y-direction at…

A: A frame is hinged at A and C and an internal hinge is present at B To determine, The internal…

Q: Suppose the surface downward PAR is measured at 32.0 Watts/m2 at the ocean surface. Assuming an…

A: Given data: Surface PAR measured, PAR(0)=32.0 watts/m2 Extinction coefficient, k=0.09 * Chl0.4 [m-1]…

Q: 14 The average rainfall for a 3 hour duration storm is 2.7 cm and the loss rate is 0.3 cm/hr. The…

A: Given data- 3 hour duration storm- Average rainfall=2.7 cm, Loss rate=0.3 cm/hr, Base flow=20 m3/s,…

Q: A rectangular concrete beam with a width of 350mm and an effective depth of 600mm is provided with…

A: Given data:Width =350 mmEffective depth=600 mmf'c=20.7 MPafy=414 MPa

Q: The solid rod BC has a diameter of 40 mm and is made of an aluminum for which the allowable shearing…

A: Given, DBC = 40 mm τall(BC) = 30 MPa DAB = 35 mm τall(AB) = 60 MPa

Q: The field capacity of a soil is 25%, its permanent wilting point is 15% and specific dry unit weight…

A: Given: Field Capacity F.C. = 25%= 0.25, Permanent Wilting point PWP = 15% = 0.15 Specific dry unit…

Q: [0.0016 [o] = 0.0003 0 0.0003 0.0008 0 0 0 0.0004. a. Determine the strain matrix for this strain…

A: Data given Find: (a) Determine the strain matrix for the given strain state if the x and y axes…

Q: Point A B Northing (ft) 2034.000 1652.332 C 1455.512 D 1293.631 E 1209.869 F 1332.100 A 2034.000…

A: Given: Point Northing(y), ft Easting(x), ft A 2034 1829.593 B 1652.332 1597.877 C 1455.512…

Concept explainers

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land. Zoning is done or can be understood with the help of a site plan.

Question

Reciprocal leveling gives the following readings in
meters from a set up near A: on A, 1.110; on B,
0.887, 0.995, and 0.884. At the setup near B: on
B, 1.549; on A, 1.673, 1.670, and 1.666. The
elevation of A is 1045.343 m.
Determine the misclosure of B.
Express your answer to three decimal places and include appropriate units.
Misclosure =
Submit
Part B
elevB =
μÁ
Value
Request Answer
CHA
Value
Units
Determine the elevation of B.
Express your answer to three decimal places and include appropriate units.
Units
?
?

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 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

Module 03- Coursework Activity 03 Complete the Differential Leveling Notes by providing data to the unknown quantities. STA FS BM1 TP1 TP2 BM2 BM3 TP3 BM4 BS 1.256 1.116 1.228 1.189 1.070 1.831 HI 1.886 1.527 2.246 2.017 2.656 2.765 ELEV 127.133
Question: 1 To determine the elevation of station A, the following observation were taken, the rod held vertically. The instrument fitted with Anallatic lens and value of constant was 100. Inst. Station Height of instrument Staff Station Vertical angle Staff Reading Remarks O 1.440 B.M - 5o40’ 1.332 1.896 2.460 R.L of BM = 158.205 m B 1.440 C.P +8o 20’ 0.780 1.263 1.746 A 1.380 C.P -6o 24’ 1.158 1.617 2.076 subject: Engneering surveyin 1
B. Double-Rodded Leveling 3. Complete differential level notes for the information shown and perform the customary arithmetic check. STATION BS HI FS STATION 1.722 BM1 127.378 m 1.722 ΤΡΙΗ 2.623 1.382 TP1L 2.789 1.522 TP2 H 3.089 0.899 TP2 L 3.214 0.714 ТРЗ Н 1.521 2.452 TP3 L 1.632 2.678 ТРА Н 2.333 1.113 TP4 L 2.589 1.523 TP5 H 0.667 2.877 TP5 L 0.986 2.543 3.521 BM2 3.214
Two pegs A and B are driven in the ground at a distance of abour 120 m. A dumpy level is set up at station Q exactly mid-way between pegs A and B. The staff readings on peg A and B were found to be 3.513 m and 3.149 m. The instrument was then moved and set up at a point P beyond peg A, in line BA produced at a distance of 20 m from A. The staff readings on pegs A and B were 1.763 m and 0.847 m respectively. What is the true difference in elevation between the two points? With the level in the same position at P what rod readings on B should the line of sight is adjusted. Check these reading against the true difference in elevation previously SOLVE THE FOLLOWING PROBLEMS: Problem Sketch Solution Answer
Two pegs A and B are driven in the ground at a distance of abour 120 m. A dumpy level is set up at station Q exactly mid-way between pegs A and B. The staff readings on peg A and B were found to be 3.513 m and 3.149 m. The instrument was then moved and set up at a point P beyond peg A, in line BA produced at a distance of 20 m from A. The staff readings on pegs A and B were 1.763 m and 0.847 m respectively. What is the true difference in elevation between the two points? With the level in the same position at P what rod readings on B should the line of sight is adjusted. Check these reading against the true difference in elevation previously determined. a. Sketch b. Solution C. Answer
TP1 4.20 6.02 21+80 5.80 22+00 5.95 22+50 6.05 BM2 5.83 451.06 3. The bearing of line AB is N 50°16'08" E, and the bearing of line AC is N 64°23'32" W. What is angle +C BAC? 4. Suppose that a line has been observed 10 times using the same equipment and procedures. The results are shown below and it is assumed that no mistakes exist, and that the observations have already been corrected for all systematic errors. Compute the most probable value for the line length and the standard deviation. 64.25.32 Length (ft) 538.57 538.39 538.37 538.39 538.48 538.49 538.33 538.46 538.47 538.55 5. For the section shown, sections S1 and S2 are spaced 100 ft apart. The dimensions of Si and S2 are as given in the table below. Determine the area of the midsection in a prismoidal computation of the volume of dirt removed. Section 40.0 ft 5.67 ft 0.5 50.0 ft 7.14 ft 0.5 S1 S2
DIFFERENTIAL LEVELING. Complete the differential level notes shown below and perform the customary arithmetic. STA BS HI FS ELEVATION ВМ10 2.085 137.450 m ТР1 2.015 0.982 ТР2 1.864 1.428 ТРЗ 0.579 1.527 BM11 0.423 2.423 TP4 1.446 1.807 ТР5 1.778 1.725 ТР6 2.051 2.339 TP7 2.920 1.005 ВМ12 3.186 2.358 ТР8 2.805 0.995 ТР9 0.774 1.206 ВМ13 0.603
A tacheometer fitted with an anallatic lens was used to observe the following:InstrumentStation W.C.B Staff Station VerticalAngle Staff Readings(m) C 320 0 A -12 0 0.906, 1.728, 2.550C 50 0 B + 10 0 0.744, 2.199, 3.654The value of the constant was 653and the staff was held vertically. Determine thelength R.L of A & B and gradient of AB
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.
a) 0.700 The following readings were taken in sequence during a leveling job: Readings (m) 1.250 1.285 1.125 0.810 1.555 -1.400 1.235 0.665 1.905 Remarks BMI R.L. = 101.335 Peg A Peg B 2 Change Point CP2 Change Point CP2 BM2 R.L=103.879 -1.400 Change Point CP1 Change Point CP1 CGS 1905 Inverted staff reading taken to the underside of a bridge Peg C Prepare a standard form of booking for these readings and reduce them using the rise fall method applying all the necessary arithmetic checks and adjust the final Reduced Levels.
A line of levels was run from station A to station B. The leveling was continued to a BM of elevation 40 m. The stadia readings were obtained as follows. What is the elevation of station A? What is the elevation of station B? BS HI FS IFS ELEV REMARKS 1.195 A 0.445 2.370 2.150 0.995 0.720 B 1.465 0.260 2.630 0.905 1.305 40.00 BM Choices: 37.655 m 37.523 m 37,950 m 38.201 m
A tacheometer was set up at B.M and the following observations were made with a leveling staff held vertically at P and Q. Ins: Station Staff Station Vertical Angle Hair Readings Bearings Remarks B.M P +10° 00’ 1.050, 1.103, 1.156 40° R.L of B.M =1958.500 ft Q -15° 00’ 0.952, 1.055, 1.158 140° The constant of instrument (f/i) = 100, Height of instrument = 5.15 ft Compute: The horizontal distance between P and Q Reduced Levels of P and Q Grade between P and Q