SITUATION 2Compute area of traverse shown in Figure 1 using co-ordinate method.N (Y)X= 125.73Y=847.60C/X=716.31X-0.00Y-591.64Y=694.73EX-517.55 DX-523.73Y-202.97Y=0.00Figure 1. Area of traverse

Answered: Image /qna-images/answer/47cb94b4-7e7e-419e-bfc8-1d04f25536af.jpg

Answered: Compute area of traverse

Engineering

Civil Engineering

Compute area of traverse

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: Apply Principles of Symmetry and determine the displacement of joint C. Assume B, C, and D are fixed...

A: Given Data

Q: How large must the coefficient of static friction be between the tires and the road if the car is to...

Q: bins at A, B, and C each have a diameter e allowable load P that may be applied to

Q: Determine the disp of point B of the beam. Take I = 500 (106) mmª and E = 200GPA. 10 Ma P =0 12 KN/m...

Q: A coagulation sedimentation plant clarifies 20 million litres of water every day. The quantity of co...

Q: Find the centroid for the shaded ?.area shown in fig 3.5 m 2 m 7.5 m

Q: - 2 m- A B EI EI C What is the force required for displacing support C horizontally through a distan...

Q: For the given loading on the truss shown, determine the force in member DF. As a suggested solution ...

A: To Determine Force in member DF.

Q: B fm fm Draw the influence line for the beam 1 Reaction at A 2 Reaction at C 3 Shear at B 4 Moment a...

Q: the structure. You were told that the agency is aware of this situation and has planned to provide i...

A: Ans. (A) The primary issue for the situation study is that crafted by all administration offices res...

Q: P 100 mm 10 mm 10 mm P

A: As per bartleby guidelines the given data closely related to the IS code provisions also the term al...

Q: The bearings of the sides of traverse ABCDE are as in the table below. Calculate the interior .angle...

Q: 3. A W350x90 A36 steel section with a Fy = 248 MPa is used as a simply supported beam G(1) m long. T...

A: Flexural members are those that experience essentially bowing burdens, like bars. A shaft is an unde...

Q: Problem 1. For the frame in equilibrium as shown below, determine the reactions at the fixed support...

A: step 1-

Q: 2. The pipe shown in the figure has oil flowing with spgr of 0.82. If the total head loss from point...

Q: 9. A segment of a highway was designed for a free flow speed of 90 mph. At the time of observation a...

A: To determine: average speed of vehicles density of vehicles at maximum flow Given, Free flow spe...

Q: A pump drawing water from a reservoir and discharging it into the atmosphere at point B. The pressur...

Q: Draw the shear and moment diagram of the following beams. Let P = 9

A: Given, P= 9k/ft

Q: A beam has a lenght of L = 18 m and is carrying (1) a uniformly distributed load w = 2 kN/m and (2) ...

Q: If a 18-kg steel plate is attached to one end of a 0.1 m x 0.3 m x 1.20 m wooden pole, what is the l...

A: Hi there! the given mass of the steel plate is 18 kg which will submerge the pole so, I am taking th...

Q: Find shear force at P

A: INTRODUCTION: This is a simply supported beam diagram with mix loading condition of point load and u...

Q: A simply supported beam is carrying a varying load and a uniform load as shown in the figure. If the...

Q: 4.) A 150 x 90 x 12 angular section is welded to a gusset plate as shown in the figure. The angle is...

A: To Determine Design force, P

Q: A contractor is excavating fill material from a borrow site to be used to construct a compacted fill...

Q: A glass sphere (Rd= 2.7) 1 mm in diameter is observed to have a fall velocity of 1.25 cm/s in an oil...

A: The viscosity is a measure of the resistance of fluid to flow. It defines the friction within a movi...

Q: A solid rectangular silver metal with a height of 0.42 m and a total mass of 58.02 kg has the follow...

Q: The flexibility matrix for the beam shown in the figure is: EI 1 L

A: Given data:

Q: 1. A clay sample has a unit weight of 21.1 kN/m^3 at a moisture content of 9.8%. When completely sat...

Q: : How much concrete do you need to fill 1800 sq. ft. of space?

A: The amount of concrete needed is equal to the volume to space to fill. Units of concrete is in cubic...

Q: Draw the shear and moment diagram of the following beams. Let P = 6 6P kN 4P kN 5P kN| D A E |B |C +...

Q: falling head hydraulic conductivity test is performed on a sample of soil. The standpipe. having a d...

A: Stand pipe diameter = 0.35cm Area = 0.0961cm2 Time taken = 80 sec H1 = 90cm H2 = 70 cm Length = 22...

Q: A power house has 5 impulse turbines. Each turbine has two runners. Each runner is installed with 4 ...

A: Given data, Total impulse turbines = 5 Each turbine has 2 runner Each runner is installed with 4 no...

Q: Wo A

Q: 1. Two forces are applied to a structure. F1 has a magnitude of 950 N and its direction makes angles...

Q: If the pressure at the bottom of an open tank is 713 kPa, find the unit weight (kN/m) of titanium in...

A: Given: Pressure at bottom open tank =713 kpa. Depth of liquids. Specific gravity of liquids. To fin...

Q: A 3m deep sand layer has a specific gravity of 2.68 and a void ratio of 0.60. Under this layer is a ...

Q: Express the internal shear in the beam shown as a function of x. Determine the shear force just to t...

Q: The solid shaft is fixed to the support at C and subjected to the torsional loadings shown. Determin...

Q: Determine the Moment of Inertia of the Section Determine the Moment Capacity of the section if fos28...

A: Given , Allowable shear stressτ=110 MPaFor bearing σb=220 MPa Single shear σb=275 MPa double she...

Q: The wall bracket show below carries a load of P Kip. the allowable tensile in the eye bar is 20 ksi,...

A: According to question :

Q: Part 2: The tank will be built from reinforced concrete of 4000psi strength, design the concrete str...

A: Objective: The design of concrete strength of 4000psi for to build a reinforced concrete tank. Sol...

Q: In what type of building code article would you see a statement specifying the mandated deflection r...

A: Given question In what type of building code article would you see a statement specifying the mandat...

Q: Determine the absolute maximum shear and moment in the beam shown due to series of concentrated movi...

Q: A falling head hydraulic conductivity test is performed on a sample of soil. The standpipe having a ...

Q: An activated sludge process plant of 90% efficiency is designed for a city of population 5,00,000 ha...

Q: free

Q: B fom fm Draw the influence line for the beam 1 Reaction at A 2 Reaction at C 3 Shear at B 4 Moment ...

Q: ively, complete the table and answer the succeeding questions. Approximate all answers up to nental ...

Q: Find the force in members JI and DE and whether they are in tension or compression. H 1.5 m FEO 1.5 ...

Q: The A-36 steel rod has a diameter of 50 mm and is firmly attached to the rigid supports at A and B w...

A: Given data, d = 50mm T1 = 50 degrees °C T2 = 30 degrees °C For A-36 steel a=12x10^-6/°C E = 200GPa ...

Concept explainers

Mapping

Mapping is the process of representing the surface of the earth, objects on it, and the relative positions of the objects, to a suitable scale. In mapping, a large area of land is measured, surveyed, and plotted. The details of the objects present in the nearby surrounding area are located using conventional signs. All these processes are carried out on a flat paper known as a map.

Question

SITUATION 2
Compute area of traverse shown in Figure 1 using co-ordinate method.
N (Y)
X= 125.73
Y=847.60
C/X=716.31
X-0.00
Y-591.64
Y=694.73
E
X-517.55 DX-523.73
Y-202.97
Y=0.00
Figure 1. Area of traverse

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 by step

Solved in 2 steps with 2 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

Determine the area of the closed-polygon traverse ABCDEFA given its coordinates on the table shown using the Double Meridian Distance Method. Easting (ft) 1000.00 Northing (ft) 1000.00 Station A В 1661.73 1002.89 C 1798.56 1603.51 D 1289.82 1623.69 E 1221.89 1304.24 F 1048.75 1301.40
QA closed loop traverses was carried out during your practical session in the compus the observed data is as shown in table (1) of the coordinates station (1) are (5000.00MW) 5000M, E) and the bearing from Station (1) to (9) is (16⁰, 28' 60") calculate (A) the linear misclosure stations (B) the final coordinates 2, 3, 4, 5, 6, 7, 8, 9 of
3. Complete the table and sketch the traverse, assuming no measurements were obtained for line EF. LATITUDE DEPARTURE LINE LENGTH, m BEARING N (+) S() E(+) W(-) АВ N 5°30'8.33" E 490.71 47.27 BC 587.12 608.89 CD 327.41 786.78 DE 1002.76 218.32 EF FA 375.01 544.64 SUM
Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by transit rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places. LIN BEARIN E DISTAN AZIMUT COMPUTED COMPUTED ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUST ADJUST ED DOUBLE ADJUST ED DPD G СЕ H LATITUDE DEPARTURE ED AREA (M) (from DISTAN BEARIN AZIMUT S) СЕ H (nearest (nearest minute) minute) +NL -SL +ED -WD +NL -SL +ED -WD АВ N 10-00 650.00 BC S 70-29 895.00 1/2 CD S 26-28 315.00 E DE S 65-33 875.00 EA N 45-31 410.00 ТОTAL LEC : RP (nearest hundred) AREA ...
Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by transit rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places. COMPUTED ADJUSTED DEPARTURE LIN ADJUST ADJUST DISTAN СЕ (M) AZIMUT COMPUTED ADJUSTED LATITUDE ADJUST ED AZIMUT BEARIN DPD DOUBLE E G LATITUDE DEPARTURE ED DISTAN СЕ ED AREA (from S) BEARIN H (nearest (nearest minute) minute) +NL -SL +ED -WD +NL -SL +ED -WD АВ E S 70-29 N 10-00 650.00 ВС 895.00 CD S 26-28 315.00 DE S 65-33 W EA 875.00 410.00 N 45-31 W ТОTAL LEC : RP (nearest hundred) AREA ..
AREA MEASUREMENTS W- E U AREA BY DOUBLE MERIDIAN DISTANCE (DMD) Problem 1: In the tabulation are given the adjusted latitudes and adjusted departures of a closed traverse. V Determine the area using DMD method. LINE ADJUSTED LATITUDE ADJUSTED DEPARTURE (+)N (-)S (+)E (-)W Y AB 113.92 388.84 ВС 178.86 285.13 CD 295.88 134.96 DE 164.35 135.39 EF 13.53 251.86 FA 182.95 151.76 SUM +474.74 -474.74 +673.97 -673.97
A survey line AB crosses a river. A line AP is run perpendicular to the survey line having length 200m. Another line PB is set at right angle to QP such that the point Q lies on the survey line at the extension of BA and at a distance of 50m from A. Compute the distance AB. * B 200 m 50 m 750m 800m 850m 900m
What is the area of the following closed traverse? A B с D N 1326.485 1542.432 1227.488 1099.338 E 6284.222 7006.415 7104.755 6374.181
Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g S2 145.5558g S1 161.51849 A x=315.122m $3 S6 120.6210g 167.8089g S4 F S5 Y (m) x (m) Дх B (grad) a (grad) S (m) Ay STATION A 137.619 214.077 170.542 D 189.664 225.219 F 156.907 A 8 y=74.056m
SITUATION A closed traverse has the following data: LINE DISTANCE BEARING N 47° E S 69° E S 39° W S 87° W N 25° W АВ 179.00 258.20 BC CD DE EA ? 145.41 2 What is the length of line CD? 3 What is the length of line DE?
30 Y 15 イ3 4 4や 70KN 450 l00 KN えトy=? 7 Fx = ? %3D RF = ? 中=? 250
. Problem 1 Compute the area within the following traverse using the Coordinate method and CHECK by the DMDS method Balanced Coordinates Course Dep Lat Point X Y AB -226.9846 98.7106 A 709,489.434 709,262.449 709,176.011 709,061.165 709,361.616 708,846.452 G 709,568.788 709,682.105 I 709,563.827 121,072.089 121,170.800 120,992.637 120,797.489 120,807.032 120,287.159 120,244.663 119,715.939 120,610.402 BC -86.4386 -178.1623 CD -114.8457 -195.1486 C DE 300.4512 9.5436 EF -515.1646 -519.8733 日 FG 722.3360 -42.4958 F GH 113.3175 -528.7245 HI -118.2782 894.4631 IA -74.3929 461.6870