From the field notes of a closed traverse shown below, adjust the traverse using transit rule. LINES BEARING DISTANCES AB DUE NORTH 400 M BC N 45-00 E 800 M CD S 60-00 E 700 M DE S 20-00 W 600 M EA S 86-59 W 966.34 M

From the field notes of a closed traverse shown below, adjust the traverse using transit rule. LINES BEARING DISTANCES AB DUE NORTH 400 M BC N 45-00 E 800 M CD S 60-00 E 700 M DE S 20-00 W 600 M EA S 86-59 W 966.34 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: Q3: In the orifice meter experiment we found the following data of sample: The volume of water…

Q: Determine the bending moment 10.87 ft to the right of point A for the beam shown belowif T = 916 lb…

Q: Design a column with an effective length of 670.56 cm to support a dead load of 289 kN, a live load…

A: Solution: Given: DL = 289 kN LL = 489 kN WL = 640 kN L = 670.56 cm = 22 ft fy = 345 MPa = 50 ksi

Q: A nonuniform beam 4.50 m long and weighing 2.81 kN makes an angle of 25° below the horizontal. It is…

Q: Determine the reaction at support B using Force method analysis. Assume support A is fixed and…

Q: Consider the following data for concrete with mild exposure Water-cement ratio = 0.50 Water 191.6…

A: According to standard code for concrete with mild exposure condition minimum cement content should…

Q: Determine the bending moment M in the beam at the point located L = 4.05 m to the left of point C.…

Q: A reinforced concrete column 500 mm × 500 mm in a section is reinforced with 4 steel bars of 25 mm…

A: E for steel = 210×10^3N/mm2 E for concrete = 14×10^3 N/mm2 Steel bars = 4 dia = 25mm Column load=…

Q: please help! upvote will be given. NO LONG EXPLANATION NEEDED STRENGTH OF MATERIALS The compound…

A: Given data: T=1179.9 NmU=4330 Nmx=3.03 my=2.25 mz=1.34 md=94 mme=76 mmCBr=35 GPaCst=83 GPaCal=28 GPa

Q: axis. 200 N 2,00m ㅏ 100 N 300 N 30⁰ 1,00m

Q: Determine the reactions of the indeterminate frame shown below using Slope-Deflection Method. Show…

Q: Problem 1 W MB k 4 m 2 m The cantilever beam above is made up of concrete with E = 70 MPa, refer to…

Q: S. A well of diameter 20 cm fully penetrates a confined aquifer. After a long period of pumping at…

Q: A simply supported beam of rectangular section and span Lis subjected to a uniformly distributed…

Q: Force F = 7.6 kN acts at point O, as shown. Force F has direction angles a = 61.4°, B = 115.5°, and…

A: Given F= 7.6 KN

Q: In a steel flat plate a state of plane stress available. Calculate o, and principal stresse o, -140…

Q: Select a column to carry ant axial dead load of 500 kN; axial live load of 1,000 kN; and, a uniform…

A: Pu = 1.2x500 + 1.6x1000 = 2200 KN MU = 1.5M = 150KNm fy = 300 N/mm2 Le = kL = 1x8 = 8m = 8000mm…

Q: Q5) The wooden block shown in Figure (4) will fail if the shear stress acting along the grain is…

A: In the given plane only stresses acting along X and Y direction and no shear stress (Txy =0) is…

Q: The following data were obtained by stadia observation: vertical angle, +12deg 30 min; upper stadia…

Q: A square column, 40 cm side, carries an axial load of 1000 kN. Design the column and the footing for…

Q: Problem 1 Find the x-coordinate measured from the y-axis of the centroid for the section shown. 30-…

Q: Problem-1 The BEPZA authority decides to conduct a field compaction test by their own facilities.…

A: Compaction Compaction is a mechanical procedure that increases soil density while also removing…

Q: Q2 / Abuilding to be constructed on a hill with foundation elavation = 30m. the areas bounded by…

A: Solution: Given: Contour Elevation, m Area Bounded, cm2 51 1.2 48 1.6 45 1.8 42 2.4 39…

Q: Q.1 The velocity distribution in a turbulent boundary layer is given by 1/7 What is the displacement…

Q: A truck and trailer combination crossing a 17-m span has axle loads of 10, 20, and 30 kN separated…

A: Given, loads = 10 KN, 20 KN and 30 KN. Resultant, R = 60 KN at 5m from 1st load. Span=17 m

Q: Member AB has the angular velocity WA-2 rad/s and angular acceleration GA-rad/s. (Figure 1) Figure…

Q: A 21 g/l solution of a fluorescent tracer was discharged into a stream at a constant rate of…

A: Stream discharge :

Q: .Draw the shear and moment diagram of the structure shown below. 50 kN

Q: Q.5. In figure below, pipes (1) and (2) are of diameter (3cm) and pipe (3) of diameter (4cm).Alcohol…

A: Incompressible fluid : Incompressible fluid is defined as a fluid whose density does not fluctuate…

Q: b.) Estimate the peak runoff flow rate observed in the combined sewer system in cfs generated only…

A: If we draw a line parallel to x-axis from the peak of the graph, the the line will intersect the…

Q: As shown in Fig., the effective working area of the rod-less chamber of the hydraulic cylinder…

A: Given data:- Working load of the cylinder, F=5000 N Effective working area of rod-less chamber,…

Q: blem #1 D h E Cft The street-lights at A and B are suspended from the two poles as shown. If each…

A: AS PER THE GUIDELINES WE ARE SUPPOSED TO ANSWER ONLY 3 SUBPARTS IN A QUESTION. TO solve other…

Q: PROBLEM 5 Determine the spring constant, k, in the figure such that the slender rod AB just reaches…

A: Given, Mbar = 3.6 kg s = 25 mm

Q: 16. A student was asked to make a 345.43-m long line using a 25-m tape that is 0.0021 m too long.…

A: Please all given questions we are told to solve only question number 16 to question number 18 Please…

Q: The piece of plastic is originally rectangular. Suppose that a = 300 mm and b = 450 mm. A)…

Q: The thrust, F (MLT-2), generated by a ship's propeller is generally thought to be a function of the…

Q: whe Example. A tube well is 0.46 m in diameter. The unconftned aquifer is 18 m deep. After drawdown…

A: Discharge of tube well is given by Q ; Q =π K (H21 - H22 )2.303 log10 Rr Where ; K = Soil…

Q: Question 9: Determine the vertical and horizontal components of force acting on radial gate ABC in…

Q: Q1: An unconfined aquifer in a stratum of clean sand and gravel has a hydraulic conductivity of 10-2…

Q: A wood beam carries the loading shown in the figure. calculate the magnitude of the bending stress…

Q: please help! upvote will be given. NO LONG EXPLANATION NEEDED STRENGTH OF MATERIALS For the beam…

Q: Determine the reaction at support B using Force method analysis. Assume support A is fixed and…

Q: mple. ter. The unconfined aquifer is 18 m deep. After drawdown depth of r is 12 m in the well. Soil…

A: This question is related to the Soil Mechanics.

Q: A saturated soil sample has following properties: water content = 86 % void ratio = 0.7 What is the…

Q: using Ariaxial | Problem 1: A saturated soil was test 100 K. Pa. compression test with confining…

A: Answer (a) Let us calculate the shear strength parameters of soil in Problem 1 first using the given…

Q: A 3 20 KN B D 3 12 kN C

Q: A steel of cross-section area 100 mm² and 1 m long is subjected to a tensile force of 40 kN. What is…

Q: A cylindrical steel pressure vessel 400 mm in diameter with a wall thickness of 20 mm, is subjected…

Q: Two forces, each of magnitude P, are applied to the wrench. The diameter of the steel shaft AB is…

Q: . Calculate the force exerted by the wall to the ladder?

Concept explainers

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.

Question

From the field notes of a closed traverse shown below, adjust the traverse using transit rule.
LINES
BEARING
DISTANCES
AB
DUE NORTH
400 M
BC
N 45-00 E
800 M
CD
S 60-00 E
700 M
DE
S 20-00 W
600 M
EA
S 86-59 W
966.34 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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 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

what is the elevation at station BMb a. 124.77 b. 124.13 c. 127 d. 127.45 d. 123.1
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
c=4 x=254 y=25 DO NOT ROUND OFF
What is the elevation at station BMb? A. 127 B. 127.45 C. 123.1 D. 124.13 E. 124.77
Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Bearing AB 427.000 m N 59°33’ E BC 301.950 m S 39°18’ E CD 445.660 m S 06°35’ W DE 326.730 m N 17°48’W EA 434.500 m N 70°59’ W * Indicate the sign for latitude and departure * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Work out the following problems regarding points andstations along a profile-level route.A. A turning point along with a profile level route measures126.44m beyond station 8 + 24.50. Determine the stationing ofthis turning point.B. For the illustrated problem given above, determine thestationing of the turning point if it is instead located 83.45mbefore the given reference station.C. Determine the distance between station 33 + 45.02 and station 26 + 62.75.
A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.4 15.8 BC 81.59 -74.78 CD -25.03 DE 77.16 EA -1.79 10.39 Determine the length of line DE.
Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Which is true when the sum of the southings is greater than the sum of the northings in balancing the traverse? a. Adjustments are in effect added to south latitudes and subtracted to north latitudes b. Adjustments are in effect subtracted to south latitudes and added to north latitudes c. Adjustments are in effect added to east departures and subtracted to west departures d. Adjustments are in effect subtracted to east departures and added to west departures e. None of the above
Given the quadrilateral ABCD in tha accompanying figure.Assume that the observedinterior angles have already been subjected to station and figure adjustments.If alltriangulation stations were occupied and all lines observed in both directions,a) strength of figure factorsb) distance angles and the equations for determining the length CD by different routesc) strength of figure for each chain of trianglesd) length of the check base CD using the strongest route if the base lineAB = 35.61 meters
A and B are two points located on each bank of a river and near abutments of a proposed bridge. To determine its distance, a baseline CD 180m long was established on one bank of the river and the transit was set up at stations C and D and the azimuth were taken as follows: Line Azimuth C-D 210°00'; C-A 260°00'; C-B 290°00'; D-A 301 °00'; D-B 315°00' a. Find the distance AD. b. Find the distance BD. c. Find the distance AB.
SURVEYING 4E