Answered: EX :- the following are the interior…

Engineering

Civil Engineering

EX :- the following are the interior angles of closed traverse A BCD

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: Q4/ from figure below if the Azimuth directions for lines AB, CD, and EF are 90°, 200°°and…

Q: In the polygonal shown below you want to know: a) Calculate the angular error and distribute it.…

A: Station are affected from error we corrected it by taking weightage of all station is same.…

Q: From the open compass traverse shown, if the forward bearing of line AB is N 75°30' E, compute the:…

Q: Station Sight (+) Stadia Sight (-) Stadia Elev. ВМА 510,38 6,920 6,240 5,360 5,470 4,210 4,330 TP1…

Q: GIV the tabu. the following, data angles of a polygon, POINTS Interior Angles LINES/COURSE BEARINGS…

A: Hi! Thank you for the question, As per the honour code, we are allowed to answer three sub-parts at…

Q: A (150 , 200) 90° Due E 30 m H.W: Find the coordinates of traverse (A, B, C & D) by using…

A: Coordinate of A point =(150,200) Coordinate of B point =(150+30,200)=(180,200) Coordinate of D point…

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

A: Plotting graph as per given co-ordinates: Area = 984.375

Q: 2) Using angles to the right shown below, calculate the forward and back bearings and azimuths of…

Q: Question 1:- In the traverse ABCDEA, the following angles and lengths are measured: Length (m) Angle…

A: Theoretical sum of Angles of a closed traverse = 540° Computed sum of interior angles = 538°30'48''…

Q: Q4: From the figure below find the azimuth for each leg, then esimate the allowable angular error.…

Q: Corner Interior Angle A 80° 00' 40" 109° 58 25" 70° 00' 30" 100° 00' 45"

A: It is required to correct the interior angles and then to find the true bearings of all the sides of…

Q: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data given Find: (a) Angular error (b) Traverse accuracy (c) Adjusted coordinate (d) Adjusted…

Q: What is the correction for the latitude of BC using the transit method? Line AB BC CA a. 183.789 b.…

A: To Determine :- correction for the latitude of BC using the transit method.

Q: Find the length of DA Find the bearing of DA Find the Area of traverse ABCD

A: Length and bearing of line DA can be founded by latitude and departure - So, first we will determine…

Q: Fundamentals of Surveying All azimuths are measured from South. All angles must be written to the…

Q: 2) Using angles to the right shown below, calculate the forward and back bearings and azimuths of…

Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: (Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal…

A: azimuth of AB = 240010'05" co-ordinates of A =(1372.71, 1215.30) θ1=113056'39" θ2=92020'18"…

Q: find a and B B.

A: A figure is given belowneed to find

Q: Balance by the compass rule the traverse data tabulated below. Also determine the corrected length,…

Q: Fundamentals of Surveying All azimuths are measured from South. All angles must be written to the…

A: solution Given Northings of P1 and P2 are 1234.50 and 1567.80 respectively the latitude of the line…

Q: 3) The line AD was measured as parts and full length with the same observation conditions, the…

Q: 2) Using angles to the right shown below, calculate the forward and back bearings and azimuths of…

A: Given closed traverse and included angleBearing of station A =It is asked to determine the fore…

Q: The following are the incorrected consecutive coordinated of a traverse. Adjust the traverse by…

A: Line Latitude Departure Northing Southing Easting Westing AB +21.500 -65.450 BC -80.755…

Q: 2) Using angles to the right shown below, calculate the forward and back bearings and azimuths of…

Q: Q2/B- A rough sketch of the situation is shown in Fig. PABCQP is a closed traverse. Lengths of lines…

Q: The interior angles of a triangle were measured as follows Compute the most probable value of angle…

Q: Determine the graph and conversion of the following angles. 1. Convert the following azimuth…

Q: The Azimuth of the lines AB and BC are 146° 30' and 68° 30'. The included angle :ABC is 102° 100°…

Q: Adjust the traverse using the TRANSIT RULE. Determine the following: a) Sketch of the traverse b.…

A: Disclaimer Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: If the bearing of the side AB of a regular hexagon traverse ABCDEFA shown in the figure is 36°45',…

A: Given- Regular hexagon ABCDEFA- Fore bearing-FB=36o45' It is needed to find the value of the bearing…

Q: 3 TP 66.204 m 61°9'56" 88°46'50"4 137°478" 71°0'2" 50.851 m 60°31'57" 1 53.299 m 107°18'25"- 5 S18°…

A: The formulas for calculation: Azimuth of TP=Azimuth TP1+180d+extirior angle at 1Azimuth of…

Q: 2) Using angles to the right shown below, calculate the forward and back bearings and azimuths of…

A: Given : To Find : calculate forward and backward bearing and azimuth of the lines?

Q: I. Determine the interior angles of each stations and azimuths for each surveying lines. AZAB =…

A: The azimuth for line AB, AZAB can be written as: AZAB=90°-30°22'=59°38° The azimuth for line BC,…

Q: The Azimuth of the lines AB and BC are 146° 30' and 68° 30'. The included angle :ABC is 102° O 100⁰…

Q: How do you add or subtract a stationing to a meters? 50+000 - 51.81 = And how it solve this,…

A: We have, 50+000 - 51.81 = ? Stationing is done with a reference point and stationing is along the…

Q: What is the correction for the latitude of BC using the transit method? Line AB BC CA Length (m)…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

EX :- the following are the interior angles of closed traverse A BCD
< A= 102 55 37"
<B=79 58`14"
Co
222.75m
<C= 85°01'35"
<D= 92°04 30"
79.56m
due E
H.ei
A
(1000,1000)
if the observed azimuth of the line ab is (due E) , compute the
uth of the remaining lines, departure and latitudes by using
compass rule and transit rule. and computed the corrected I
and directions of sides.
147m

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 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

2. Calculate the value of the angles between successive points. Line Distances Azimuth From To (m) 65.4 (degrees) 265 A 58.7 42 51.5 130 D 89.8 200 E 41.3 223 43.8 234
need asap !
The distance between two points was measured by a 50m tape that is known to be 0.03m too short and was recorded as 245.67m.. What is the correct length of the said line? a. 243.34 b. 246.55 c. 245.52 d. 249.32
HI! HELP ME PLEASE. TYSM
AZIMUTH/BEARING OF LINE AB = S37W please answer the blank tables below and show detailed computation. include also the plot.
In a traverse ABCD the angles to the right are measured and the azimuth of the lines PA and DR are (160° - 125°20') respectively. Calculate the azimuth and the quadrantal bearings * for all sides of the traverse 237 10 248 00 119 40 AZ PA=125 20 R 82 30 AZ PA160
Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass rule. The total area using Coordinates method. The total area using Double Parallel Distance method. i. ii. iii. iv. Distance, m 368.76 Line Bearing N15°18'E AB BC CD S85046'E S18030W N77035W 645.38 467.86 DA 593.00
FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. 5. The azimuth and distance of line AB were recorded as 235°41' and 45.67m. Determine the its latitude. 6. In Problem 5, compute its departure.
If the deflection angles in points B, C, D and E are shown in the table below, and the magnetic circular direction of the line AB is( S 32° 30' E) calculate the magnetic circular directions for the rest of the straight lines. What are the true circular directions if the magnetic declination is (6° 45' W)