4.6 An open traverse that runs from A through H has the following deflection angles:8-6*25'R, C=3*54'R, D= 11"47R,E 20 02" LF=718LG=1"56' R.If the bearing of AB is N 21 38 E. compute the bearings of the remaining sides,

Answered: Image /qna-images/answer/ff0542d7-c54d-447b-8d62-d0e53de0653f.jpg

4.6 An open traverse that runs from A through H has the following deflection angles: 8-6°25'R, C= 3°54'R, D= 11 R,E 20 02" LF-718 LG=1"56' R. If the bearing of AB is N 21 38 E, computc the bearings of the remaining sides, 191

4.6 An open traverse that runs from A through H has the following deflection angles: 8-6°25'R, C= 3°54'R, D= 11 R,E 20 02" LF-718 LG=1"56' R. If the bearing of AB is N 21 38 E, computc the bearings of the remaining sides, 191

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 closed five-sided field traverse has the following interior angles: A = 110° 27’; B = 130° 52’ ; C…

A: The given traverse is closed and five sided. Therefore we can determine the missing interior angle…

Q: 8. Convert the bearing XY, S 63°25’ E to equivalent azimuths (azimuth from south and from north Draw…

A: Finding out azimuth of given bearing.

Q: AB(BEARING) : N29°W

A: To find The latitudes and Departures of the traverse and it's correction. Then find the corrected…

Q: 7. Given the Azimuth J-K is 40° 44’ 00" and Angle K-J-P is 68° 48’ 38" clockwise. What is the…

Q: A 7° circular turnout is to connect a railway track, leading due east, to the mouth of a tunnel…

A: Given: Degree of curve, D=7° For 7° curve, ⇒sin D2=10R⇒sin 7°2=10R⇒R=163.80 m

Q: 7. a) Draw the included angles and determine the angle CPD from the given magnetic bearings: PC, N…

Q: Q3/ If the adjusted interior angles for clockwise closed-loop traverse ABCD are below Station…

Q: Compute the bearing angles of AB and BC for a given closed polygon. AB=N41°35'E BA=S41 35'W 8g°35…

A: The bearing angles for AB and BC are given as: AB=N41°35'E. BC=N09°14'W. The whole circle bearings…

Q: A. Compute the error of per station (- B. Compute the true bearing of BC, CD, DE and EA..

Q: 1. Compute the true bearing of line AB S 80°50’ E if the magnetic declination in the locality is…

A: The True Bearing of a line = Measured Bearing ±Magnetic Declination For Whole Circle Bearings…

Q: From the given data of a closed traverse, compute the bearing of line 3-4 DISTANCES 80m 50m LINE 1-2…

Q: MOMENT AREA METHOD FIND THE SLOPE AT POINTS B & C E= 200GPA I= 360x106mm4 5m 10KN A 10m

A: Moment Area Method: Given: E = 200GPa=2 x 105 N/mm2 I = 360 x 106 mm4 EI = 7.20x1013 N mm2

Q: Convert the bearing into azimuth from north. N 20° 20' E

A: given - bearing N 20° 20' E to find - azimuth from north

Q: Using the given data from the close traverse shown: POINTS BEARING AB N 30° E BC S 45° E CA Due West…

Q: Convert the bearing into azimuth from north. § 420 28' F

Q: An open traverse that runs from A to G has the following deflection angles: B = 52° 25' L; C = 50°…

A: The traverse is the process of calculating the direction and distance of the traverse line.…

Q: 1. The interior angle of a six-sided closed traverse were measured as follows: A 36 54' 23 B = 145…

A: Given 6 sides polygon Interior angles of the polygon

Q: Given the ff. deflection angles of a closed traverse. Assume bearing of line AB is S 40° E. Station…

A: Angle Deflection Angle A 85⁰20' B 10⁰11' C 83⁰32' D 63⁰27' E 34⁰18' F 72⁰56' G 30⁰45'

Q: The X and Y coordinates of two corners of a traverse are: A(-123.45 m, 105.70 m) and B(163.08 m,…

A: To Find :- Bearing of course AB

Q: 4. OJ (N 15° 18' E) ; OK (S 50° 5" E) and OL (Due West) Angles JOL and JOK

Q: E. Converting Bearings to Azimuths (Find the forward and backward Azimuth): 1. EF, N 66°30' w 2. DE,…

Q: rom the same Port and goes S 44°28' E at a rate of 4 mph. Compute the the bearing of B from A at…

Q: The measured interior angles of a closed loop traverse ABCDA are shown in the figure below. (a)…

A: The Azimuth is calculated from the corresponding north to the traverse line, but the bearing is…

Q: II. DETERMINE THE ADJUSTED BEARING LINES OF THE GIVEN BEARINGS FOR THE OPEN TRAVERSE. FORWARD…

Q: 1) For traverse ABCDE, the bearing of side AB is N 31°10’E, the interior angle of B is 96°18' and…

A: Given data Bearing of AB = N 31°10' E Interior angle at B = 96°18' & at C = 76°44' To Find :-…

Q: What is the slope in a fixed support with a settlement of 1 mm? O 0.5 O undefined O 1 How many slope…

A: ASKED: What is the slope in a fixed support with a settlement of 1 mm. A fixed support is a type…

Q: 2. The lost ABCDEFGH is a closed traverse (clockwise) in the form of a regular octagon. If the…

A: according to bartleby policy I can answer first 4 questions only. please re-upload the remaining…

Q: 5. The following are bearings taken on a closed compass traverse. Compute the bearings assuming the…

Q: 4. Given the following deflection angles of a closed traverse. Compute the bearing if the bearing of…

Q: An open traverse that runs from A to G has the following deflection angles : B = 52deg 25’ L ; C =…

A: Diagram

Q: CONVERT THE QUADRANTAL BEARING INTO WHOLE CIRCLE BEARING LINE AB BC FORWARD BEARING S.37 30'E. S.43…

A: The quadrantal bearing is below 90degree or 90degree which means it in-between zero to 90degee, it…

Q: Compute for the back azimuth measured from north if the forward bearing of a line is N45°00ʻE.

Q: Determine the sight distance of a vertical parabolic sag curve 225m long and connecting a -2 grade…

A: Given, Length of curve (L) = 225 m Grade, G1 = -2% Grade, G2 = 3%

Q: Bearing for line EA and internal angles for the corners of the following traverse are given. Begin…

A: Determine the azimuths of lines. The bearing of the line EA is N68°39'39"E The azimuth of the line…

Q: Use E... b Draw the longitudinal section ( profile) of the leveling process if vou know that the…

A: Longitudinal profile is constructed to understand elevation as well as horizontal distance between…

Q: a) Back bearing of line AB b) Forward azimuth (from the North) of line AB c) Back azimuth (from the…

Q: 4. Given the following deflection angles of a closed traverse. Compute the bearing if the bearing of…

A: Azimuths are defined as horizontal angles measured from the reference in the direction of the clock.…

Q: The line CD has a bearing of S 50 10' E. Convert the bearing into equivalent azimuth from the north…

Q: prove the formula of the combined correction for earths curvature and refraction Hcr = 0.0675 D^2…

Q: How many slope deflection equations are created for a beam with 6 spans? 04 O 5 07

A: Slope deflection equations Equation which comprise of slopes and deflections. These equations are…

Q: 3. From the traverse shown below. Compute the following: a) Azimuth of side BC. b) Bearing of side…

Q: Using the deflection angles shown, calculate North azimuths and Bearings of the lines. Show your…

Q: Determine the forward bearing and azimuth of the sides of the given traverse.

A: In creating a curve, the tangent distance must often be limited. Some of them are crossings of…

Q: Q2: The level is setup at 20 m from point A and 200 m from point B. The staff reading at point A is…

A: The staff reading at point B will be taken as negative due to inverted staff.

Q: Determine the A6z = at a point 3.00 meters from the inclined Iineload and 2.5 meters deep. µ = 0.35…

Q: An open traverse that runs from A to G has the following deflection angles: B = 520 25’ L ; C = 500…

A: Azimuth of AB=250o20' Azimuth of BC=250o20'+deflection at B Azimuth of BC=250o20'+deflection at…

Q: A field is in the form of a regular pentagon. If the true bearing of side AB is N30°30'E, determine…

A: Solution:- The given figure is shown below,

Q: 5. 1f forward bearing of DE is N12'23'W, what is its back bearing? 6. If the bearing of a line is…

A: B.B.= F.B. ± 180° + Sign is used when F.B. is less than 180° and – sign is used when F.B. is more…

Q: From the open traverse, determine the following: A. Deflection angle of line CD in deg-min B. If…

Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

4.6 An open traverse that runs from A through H has the following deflection angles:
8-6*25'R, C=3*54'R, D= 11"47R,E 20 02" LF=718LG=1"56' R.
If the bearing of AB is N 21 38 E. compute the bearings of the remaining sides,

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

Trending now

This is a popular solution!

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 THF SLOPE AF A AND DEFLECTON AT B USING MOM ENT- AKEA METHOD GOK 40 K t 20pt
44. Given an angle A such that (SecA + 2) (2SecA – 1) = 0. Determine where A terminates. A. I and IV B. I C. II and III D. I and II
5. A standard subtense bar, a stadia rod and a transit were set up at points B, R and T, respectively. The bearing of line TB is N 36°42' W, and S 82°37 W for line TR. The subtended angle on the subtense bar is 01°45' while the upper and middle stadia hair readings on the stadia rod are 3.82 and 3.44, respectively. Determine the distance between: a. Transit and subtense bar (TB) b. Transit and stadia rod (TR) c. Subtense bar and stadia rod (BR)
2/97 The turnbuckle T is tightened until the tension cable OA is 5 kN. Express the force F acting on pe O as a vector. Determine the projection of F onto y-axis and onto the line OB. Note that lines OB OC ie in the x-y plane. 1.358i + 2.91j + 3.83k F, = 2.91 kN, FoB Ans. F 2.63 A T 50% 65% 30° B Problem 2/97
Determine vertical deflection at point “D”.
2-Analyze the beam shown below due to the applied loads, a settlement of B of 1.2" and an initial rotation at D of .8 degrees CW. E = 30000 ksi, I = 150 in A A+ 2 k/ft EI 12' B 60 k. ft EI C 8' H D
if the bearing of AB is N 41° 23’ 20’’E. Compute the bearings of BC.
Below is a trapezoidal beam with 3-28mm reinforcing bars at the bottom. Using the design properties of fc' = 21MPa, fs = 140MPa, n = 7, 50mm effective cover, determine the following: Note: Assume the beam has cracked. 650 50 150 500 ००० 200 150 A. What is the distance of the neutral axis of the transformed section from the top edge of the beam? Express your answer in mm. B. What is the Moment of Inertia of the Transformed section of the beam? Express your answer in mm4. C. What is the flexural capacity of the beam? Express your answer in KN-m.
Determine the value of P just sufficient to start the 10" wedge under the 40-kN block. The angle of friction is 20* for all contact surfaces. 40 kN 60 10
The horizontal bar is supported by two cables AC, AB, and the ball-and-socket joint at O. Calculate the tension in cable AB given that F = 3867 N. y 3 m 3 m B 5 m 5 m 6 m 2 m F A. TAB = 4313.6 N %3D B. TAB = 3466.4 N %3D C. TAB = 2900.2 N %3D D. TAB = 4833.8 N %3D E. TAB = 5800.5 N %3D 21
7. The Bearing line AB is N 55o44’ E and the bearing of the next line BC is N 25o 12’ W. Compute the deflection at point B
Ⓒ Calculate the deflection at midspan 2 27 Hint 941= 27.X Cons. 49 dt" t L Exact= Ans 9L" 768EI List 902 EI (1 C