5. 1f forward bearing of DE is N12'23'W, what is its back bearing? 6. If the bearing of a line is S12°43'W, what is its azimuth reckoned from the South? 7. Compute the angle EOF if bearings of OE and OF are S15 04 E and S36°00'W,

5. 1f forward bearing of DE is N12'23'W, what is its back bearing? 6. If the bearing of a line is S12°43'W, what is its azimuth reckoned from the South? 7. Compute the angle EOF if bearings of OE and OF are S15 04 E and S36°00'W,

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: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

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: Section 0 1 2 Remark VR (m/s) Depth (m) (degrees) - - - Right bank. 1.75 55 1.8 1.84 57 2.5 2.00 60…

Q: Compute the deflection angle between the set of lines whose bearings are given. Bearing of line AB =…

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

A: Given: The bearing is S50o10’E.

Q: N87°30'E 589.06 m (3 sOnknown. Bearin 686.66 m Unknown Bearing ---- -- 654.06 m S 42°45'E 656.98 m.…

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

Q: Zbe a+ Zab-180 > iso Zbc N Zbe =atZab,t 180 265° <180 B Zcd N 40.20 234° 95° 30.10 C 28 126° A 79°…

A: Finding out bearing and azimuth.

Q: Line Ав вс со DE EF FA Azimuth/Bearing Distance (m) 237° 29' 69.46 327° 29' 571° 33' W 118 04 215°…

Q: 20⁰ 30, A 6kN 2kN 0.4m 0.6m

A: Given:- To find:- Force in AB

Q: B D89°30'30" 184.90' C Angele D Bearing 0° East 488.60' West+ North st +1 South A 89°45'45" 180°0'0"…

Q: . Given the observed magnetic bearings (forward and backward) of a closed compass Faverse Observed…

A: A) Calculating the misclosure of the given transvers : Misclosure=∑BB-∑FB

Q: Closed Traverse 65 13 95 19' B D 216 19 67 06' E 96 03 A Determine the following: 1. back azimuth of…

Q: D. Azimuths and Bearing 5. Find the bearing of 300 azimuth. 6. Find the bearing of 163* azimuth. 7.…

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: Angle of line A, B, and C were to be analyzed when the surveyor found out that the True North (N')…

Q: (a) (b) S-diagram A C (c) M - diagram 21.39 3m 25 kN G B 1.5m 1.5m F 5 kN/m E 18.61 3m C 0.5m 20 kNm…

A: Given Load 25 kN & 5 kN/mMoment 20 kNmSpan 11 mTo find out SFDBMD

Q: Compute the omitted or missing bearings

A: Question is based on the traverse survey . Survey data is given in the question and Omitted bearing…

Q: 3] Determine the true bearing and true azimuth reckoned from South of line AB, if the magnetic…

A: Magnetic declination =6°45' WMagnetic bearing of line AB=N 45°30' WTrue bearing= Magnetic bearing +…

Q: TRAVERSE. A five-sided closed tra- proceeds in a clockwise direction and the angle to follows; 5.…

A: Given data in question closed traverse Measured angles Right direction traverse To find out Error…

Q: Convert the following WCB into Reduced Bearing. • 499 • 2409 1339 • 335°

Q: Find the bearing and azimuth for the traverse. Angle A bearing is going NW. Angle D and I bearing…

A: Concepts:Bearing: Bearing is the horizontal direction of a line measured from a north or south…

Q: The fore bearing of a line CD is 324° 45'. The back bearing of the line is (a) 144° 45' (b) 54° 45'…

A: Given data- Fore bearing FB=324o45' To Find- The value of the back bearing BB.

Q: The back-bearing of XY is S 25° 25' 36" E. What is the fore-bearing of XY? Provide your answer as a…

A: Objective: To determine the fore-bearing of line XY from the given value of back-bearing. Given:…

Q: The Magnetic Bearing of a line AB is S 38°30' W. Determine the True Bearing if the Magnetic…

A: Given: The magnetic bearing of line AB is S38o30’W. The magnetic declinations are 4o30’W and 3o30’E.

Q: Point O is at origin. Compute the angles: [ Select] AOB, [ Select ] v COD [ Select ] EOF [ Select ]…

Q: compute the azimuth and bearing of the remaining lines. Draw the figure

A: ###Computation of Azimuth and Bearing of the remaining lines####

Q: P7.33. Compute the slope and deflection at point C and the maximum deflection between A and B for…

A: Double integration is primarily for analyzing structures and calculating deflections, slopes, and…

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

A: Diagram

Q: 3 - Find the level (Azimuth point OA, OB. OC) (A). From the drawing below. ( A vertical angle = 370…

Q: sorry，what are these： Step 3 Slope deflection equation In section AB MAB= MFAB+22EIL2θA+θB-3δLMAB=…

Q: What is the base angle at Slice 3 in the fgure below? a. 5o b. 16o c. -5o b. -16o

A: Data given Find : base angle at Slice 3

Q: Solve for the length of line DE and for the bearing of Line FA

A: First we have to convert the bearings into whole circle bearing.

Q: The bearing of line AB is N 40 E. a. Solve for the lengths of AB, BC, CD, DE, EA. b. Solve for…

Q: from point A in bet. B and C, the angles of elevation of B and C are 18deg30' and 8deg15'…

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

5. If forward bearing of DE is N12 23'W, what is its back bearing?
6. If the bearing of a line is S12 43'W, what is its azimuth reckoned from the South?
7. Compute the angle EOF if bearings of OE and OF are S15°04'E and S36°00'W.
8.Compute the angle EPF if azimuth of PE from the North is 219°02'and azimuth of PF from the South is 154°16'.

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 Question 5

VIEW

Step 2 Question 6

VIEW

Step 3 Question 7

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

Plot the bearings and also azimuth. Calculate the Angles. Note that "O" refers to the origin.
4.151 Determine the forces in members EF, BF. and BC.
angles.between the twocuves: and O 2x12-5y EKam ple find the 2
A field is in the form of a regular quadrilateral. The magnetic meridian of side AB is N33°20'W and the declination during traversing is 2°2’W. Station C is easterly of B. Determine the following: 1. True bearing of line BC in deg-min. 2. If a new line is observed, find the magnetic back bearing of line DB in deg-min 3. True azimuth of line CD from south in deg-min.
Convert a forward bearing of N 89°-42'-01" W to its equivalent forward azimuth 270°-17¹-59" 270°-18¹-59" 269⁰-17¹-59" 269°-42¹-59"
The magnetic declination in a locality is 3o 12’ E. Determine the true bearing and true azimuths reckoned from north and south of the following lines whose magnetic bearing are given . AB, S 75o 11’ E AC, N 58o 17’ E
a. 34.37 m b. 37.43 m c. 33.74 m d. 37.34 m 32. Compute the chord length from PC to B. a. 84.59 m b. 89.54 m c. 85.49 m d. 89.45 m
comp ters o sic The level 1851 ave m, 19. The line of sight was inclined at 4°30' from the horizontal and intercepted the stadia rod with the length of 1.8 m. the stadia interval factor is 100 and stadia constant is 0.3. Compute the vertical distance of the point sighted above the instrument. on bounded by the curve
Determine angles Cable to moin tain W=8ON equilibrium. A smooth 140 R.
b) Whole circle bearing of line connecting TP1 and IP is 30⁰0 and whole circle bearing of line connecting IP and TP2 in 120°. The distance between TP2 and TP3 is 400.000m. Chainage of TP3 is 2800.000 m. Calculate the chainage of TP 1. TP₁ IP R-750m TP₂ TP3