Answered: Using Transit Rule and Compass rule,…

Using Transit Rule and Compass rule, solve for the adjusted distance of line DE. LINE BEARING DISTANCE AB Due North 1000 BC N45dE 570 CD S60dE 990 DE S20dW 750 EA S87dW 880

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: A D 1m 2.5 m 8 m

Q: B. A Highway curve will pass through a railway at grade. The crossing must be at Sta. 4 + 310 and at...

Q: 2 IN W - 5 kN/m

Q: Piston A has a cross sectional area of 1400 mm2 While that of piston B is 1000 mm2. B is higher than...

Q: What is the percent passing on 4.75 mm sieve? b. What is the fineness modulus of the fine aggregate...

A: To find out the percentage passing on 4.75mm sieve and fineness modulus of fine aggregates.

Q: A simple curve has back tangent AB and forward tangent BC intersecting at B. AB has an azimuth of 18...

Q: A square timber column, 10 in by 10 in in cross section, is reinforced on all four sides by copper p...

Q: fence has a dimension of 6 meters long and 10 meters high including the portion below normal grade l...

A: No.of block of 200*400mm^2 Total area 6*10m^2 10% wastage

Q: PROBLEM 37: steel seciOn mm x 30 mm is subjected to an axial force of 240 KN The steel section has p...

A: Given data : The value of Poisson ratio μ=0.30 The value of strain ε=0.002 The value of axial force ...

Q: ween the lower contour line 1 and the higher contour li n the table below rval on the map is: 9 ft. ...

Q: Calculate the void content and the degree of saturation for the maximum dry density of "rdmax" and t...

Q: A square timber column, 10 in by 10 in in cross section, is reinforced on all four sides by copper p...

Q: deflections

A: True, the area moment method can compute deflection of beam with different cross sections.

Q: Horizontal Curve Assignment An Engineer whilst designing a highway between Harbour View and Bull Bay...

A: The given curve is circular and the chainage used is of 20 m interval. Given: Radius = 530m ...

Q: 4- Determine the moment of the force F about the door hinge at A. 7 ft 4 ft F = 80 lb 1.0 ft 450 1.5...

Q: The frame shown is supported by a shear pin (diameter, d, ultimate shear Tu in ksi) and by a tie-rod...

Q: Problem #03: Analyze the given beam using flexibility method. Take moment as redundant on B, C and D...

A: Step: 1 Shear force and bending moment diagrams is diagram in which one can easily show variation o...

Q: Solve the following. 1. Complete the leveling notes. Show Customary Check. STA BS HI FS ELEV 205.675...

Q: A 11120 N car is designed with a 310 cm wheelbase. The center of gravity is located 60 cm above the ...

Q: How to make an effective stiffness matrix for this figure? M C L 2L 2L

A: The given diagram is shown below, To make the effective stiffness matrix

Q: A simply supported beam, 6m in length, has an initial deflection of 0.50mm at midspan due to its own...

Q: This geometric method relies on the principle of statics a. Area Moment Method b. Conjugate Beam Met...

A: The examination of constructions that might be at static beneath equilibrium circumstances is known ...

Q: Situational Problem 5 (For Q16-Q20)A completely restrained beam having a span length of 4m with a un...

Q: Determine the total length of curve, stations of Common Tangent and PC.

Q: The homogeneous bar ABCD as shown in the figure is supported by a cable that runs from A to B around...

A: The homogeneous bar ABCD is given in figure as shown above, Where two cables, one at AB and another ...

Q: The height of the fluid inside the tube after immersion is % the height of the cylinder glass tubing...

Q: 12 kN P N. 4 m 12 kN M K L. F 4 m 32 kN H. 6 m DX E - 10 m -- tom 10 m --| 16 m 16 m

Q: For the given beam shown. Calculate the following. Use El=45x10² kN-m². 2 kN 2 kN 5 kN/m 2 m 8 m 2 m...

Q: A soil has discharge velocity of 5 x 10-7 m/s and a void ratio of 0.50. Its seepage velocity will be...

Q: 5. If the pressure in a tank of oil (sp gr 0.85) is 3yx kN/m2, what is the equivalent head (a) in me...

Q: square meters (5m at the shortest side) accommodates 45 students. The room is being utilized at 7:30...

A: According to given data A lecture room with an area of 50 square meters accommodates 45 students. ...

Q: The specific weight of water at ordinary pressure and temperature is 9.51 kN/m3. The specific gravit...

Q: Locate the mayimum dre lecti on and solve OF the Area beam E- 2900 o ksi : Use momnt Method.

A: Calculating the Bending moment diagram of the beam than calculate the maximum deflection:

Q: Point P which is in the inner portion of the closed traverse ABCD, Solve for area with the given bea...

Q: THE BEAMSSHOWN IN FIGURES (a) AND (b)HAS THE FOLLOWING PROPERTIES. f’c =30 MPa, fy=400 MPaAND IS SUB...

A: Given As =2×1000 = 2000mm2 D= 400mm, d = 350mm Since ?? ???????? < ???, So, tension steel yie...

Q: Assuming that field capacity is 28%, determine the irrigation water depth required, when soil moistu...

Q: The segment AB of the steel torsion bar is a cylindrical tube of constant 2-mm wall thickness. Segme...

Q: Test the consistency of the 22 years of data of the annual precipitation measured at station A. Rain...

Q: 1- Determine the total moment acting on point A at the support point. Forces are in Newton and dimen...

Q: 3 m 600 N Situation 5 For the truss shown in Figure AN-13, the product of the cross-sectional of ela...

Q: The second integral of the moment equation is: a. Slope of equation b. Deflection equation c. Load E...

A: Given data in question Moment equation Second integral To find out 2nd integral of moment equation...

Q: According to ASTM, when a microwave oven is used for drying of samples, the container shall be A met...

A: Answer : option ( C ) non metallic. is correct More explanation is given below.

Q: The angle between a 5-m full station of a certain curve is 10°. The curve has 7 intermediate station...

A: Point of Curvature Point of curvature is the point where the circular curve begins . The back tangen...

Q: 4. (Problem 4.24 from the text book) A 60-N · m couple is applied to the steel bar shown. (a) Assumi...

Q: Q3/The plate shown in Fig. is stepped so that the central disk has twice the flexural rigidity of th...

Q: From the given figure shown. Use only area moment method: (A is pin and B is roller). EI is constant...

Q: 5.2. fe=4,000 psi and fy=60,000 psi 28"

A: Given, fc'=Compressive strength of the concrete=4000 psify=Yield strength of the concrete=60000 psi ...

Q: 1. A wastewater treatment plant serving a city of 200,000 discharges 1.10 m/s of treated effluent ha...

A: Given Data : according to the question; city population = 200000 for the river water ; flow of rive...

Q: The rigid bars AB and CD are supported by pins at A and D. The vertical rods are made of aluminum an...

Q: LEASE ANSWER WITH COMPLETE SOLUTION. THANK YOU. The horizontal distance between two points, A and B...

Concept explainers

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.

Question

Using Transit Rule and Compass rule, solve for the adjusted distance of line DE.

LINE	BEARING	DISTANCE
AB	Due North	1000
BC	N45dE	570
CD	S60dE	990
DE	S20dW	750
EA	S87dW	880

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

VIEW

Step 2

VIEW

Step 3

VIEW

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

Answer are nearly around 2237N ,0 N and and 1887N
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.
Answers a) 0.436 b) 17.44 kPa c) 31.98 kPa d) 3.57 kN/m3
Compute by DMDs the area in hectares within a closed-polygon traverse ABCDEFA by placing the X and Y axes through the most southerly and most westerly stations, respectively. Departures and latitudes (in meters) follow.AB: E dep. = 30, N lat. = 40; BC: E dep. = 70, N lat. = 10; CD: E dep. = 30, S lat. = 50; DE: W dep. = 60, S lat. = 40; EF: W dep. = 90, S lat. = 30; FA: E dep. = 20, N lat. = 70
Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767
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.
what is the elevation at station BMb a. 124.77 b. 124.13 c. 127 d. 127.45 d. 123.1
degree (a) = 14.01 gshsysujw thnx
are taken (0 setting out @ HW: From the base line AB, the linear measurements (offsets) are ; EF. find CD . DE knowing that AB = 170°5- rectangular fence CD)
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
The side BC of a triangular lotABC is 400 m. Angle ABC is 50. A 150 m lineDE, parallel to BC, divides the lot makingarea BCED to be 50 977.80 m2.1. Determine the measure of angle A. a. 63 c. 69b. 67 d. 71 2. Determine area of triangle ABC.a. 59 319.37 m2b. 51 399.67 m2c. 53 991.67 m2d. 59 913.67 m2 3. Determine the length of the line AE.a. 124.83 m c. 148.23 mb. 142.38 m d. 134.28 m
c=4 x=254 y=25 DO NOT ROUND OFF