The accompanying table below shows the observed data of a traverse in which the lengths of the two non-adjoining sides are unknown. a) Plot the traverse to scale and transform graphically the figure wherein the sides with unknown quantities are made adjoining. b) Length and bearing of the closing line c) Determine the unknown lengths of the traverse (AB and DE). Course Length (m) Azimuth from North AB unknown 57°55' BC 373.06 320°00' CD 952.75 256°46' DE unknown 317°45' EF 423.46 207°30' FA 941.97 120°13'

The accompanying table below shows the observed data of a traverse in which the lengths of the two non-adjoining sides are unknown. a) Plot the traverse to scale and transform graphically the figure wherein the sides with unknown quantities are made adjoining. b) Length and bearing of the closing line c) Determine the unknown lengths of the traverse (AB and DE). Course Length (m) Azimuth from North AB unknown 57°55' BC 373.06 320°00' CD 952.75 256°46' DE unknown 317°45' EF 423.46 207°30' FA 941.97 120°13'

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: Sketch thefollowing figure ,orthographic view ( using catia ) Metion the top view side view and…

A: From figure.......

Q: Using Centroid by Integration, determine the x- and y-coordinates of the centroid of the shaded…

Q: Convert 10 in to centimeter' 1 Add file

A: answer = 25.4 cm explanation is given in below step

Q: given triangle ABC find side c

Q: Determine the X coordinates of the centroid of the trapezoidal area shown.

A: Given data : The given figure in divided into Rectangle and Triangle Rectangle: Width (B)=120 mm…

Q: 1/2x10ft

A: We are given: 1/2×10 ft The given expression is equivalent to computing half the length of 10 f.

Q: Line A B C 9. Fill in ONLY the seven (7) grayed blanks in the following form. Dep. Corrected…

A: Solution: Convert to whole circle bearing: Line Bearing Whole circle bearing AB N 57o 34' E 57o…

Q: Calculate the y-coordinate of the centroid of the shaded area. The triangle is equilateral.…

Q: Show the quadrants of a circle and within the circle show S 30° W

Q: Show Isometric View.

A: Answer We can obtain the isometric view from given views in Autocad using the following steps 1)…

Q: Draw the Orthographic Projections (Top View, Front View, Side View) For the Shapes Shown Below,…

Q: 02. Draw a neat sketch (closed traverse) for this note book entry. D 55 40 C24 24 30E B22 10 A

A: Given:- The notebook entry is given To determine:- Draw a neat sketch for the closed traverse

Q: These are angles whose sum is 360°. complement djacent pplement plement

A: These are angles whose sum is 360 A) complement B) adjacent C) supplement D) explement

Q: L (Isometric Drawing) J 56 104

Q: locate the centroid area of the plate, all the unit is in mm.

A: Labelled diagram of the different section -

Q: convert 284.366 decimal angle into degrees, minutes, and second.

A: Givend=284.3661Degree=60'1'=60''so1degree=3600''

Q: What is the zero circle and discuss the determination Of the zero circle? b.) What is the zero…

Q: PROBLEM 1 Determine the x- and y-coordinates of the centroid of the shaded area. y 0 0 ♡ 100 y = 1+1…

Q: ate the centroid of the shaded area. Y 20 mm 45 mm 20 mm L. 54 mm

A: To find centroid

Q: Q2: Draw front and side view projection for the following 36 12, 34

A: Given section: If you look at the given section from the front, the red coloured area will be…

Q: weétermine the yalue j = 2. Det ermine the Yalue & I with Respecd to centroidal X axis =

A: 1. Value of y¯ Let 1 & 2 be the rectangle and 3 & 4 be the triangle.y¯=∑ay∑a…

Q: Plz tell me which side is the width , length and depth of this 3D block ...!

A: To identify the parameters of the given 3D block. Let us consider the cross-sectional area and…

Q: FIND THE SOLUTION (D3+7D² + 19D+13)y=D0 where x=0, y=o y'=2, y" = -12

Q: Subtract 8.46 from 25.3. 25.3- 8.46

A: Subtract 8.46 from 25.3.

Q: 9. Using cantilever method, determine the maximum absolute axial force in the column in kN due to…

A: Given data in question Lateral loading Dimensions Cantiler method To find out Axial forces in…

Q: g1= Station 18+26 18+00 17+00 16+00 15+68 g2= X 0 Elevation of BVC = gix 82-81x2 2L Elevation 899.02

A: Vertical Curve : Vertical curves, which may or may not be symmetrical, are supplied to alter the…

Q: Corrections A(channel)=9,400mm² A(wide-flange)=62,200mm²

A: Answer (2a) Calculation of location of the centroid of built up section from top To calculate the…

Q: 20 20 FRONT ELEVATION 60 20 60

A: For given isometric view following are top, front and side views are first angle projection views

Q: Top, Front and Side view of this sketch.

Q: 5.59 4.60 3 38 2.30 3.96 O+po0 0+010 10 O+020 10 O +C30 O1040 10 10

Q: where did the highlighted part came from?

A: Given: Measure length of line = 2538.45m Length of tape = 45 m Required: To explain the…

Q: (Q3) Compute the angle (B) in the below drawing, if aAB=36 45'23" and the magnetic declination is…

Concept explainers

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

Omitted Measurements (non-adjoining sides)

The accompanying table below shows the observed data of a traverse in which the lengths of
the two non-adjoining sides are unknown.
a) Plot the traverse to scale and transform graphically the figure wherein the sides with
unknown quantities are made adjoining.
b) Length and bearing of the closing line
c) Determine the unknown lengths of the traverse (AB and DE).
Course
Length (m)
Azimuth from North
AB
unknown
57°55'
BC
373.06
320°00'
CD
952.75
256°46'
DE
unknown
317°45'
EF
423.46
207°30'
FA
941.97
120°13'

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 5

Step by step

Solved in 5 steps with 1 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

provide the FBD and clear solution. Answer correctly
Compute all the interior angles of the given figure:
True or False. The HSS20.000 x 0.500 has area A of 28.5 inch^2 this area is calculated using wall thickness of 0.5-inch?
Q: From fig (1) calculate the elevations of marked points then draw the profile by hand (you can use graph paper).?
Q1. Draw the plan and components of the given line diagram. Assume necessary any suitable data. W, Bed W, 4 x 3.0 m 4 x 4 m D, W D, Hall D V 2x2 m 2 x 2 m D, 4 x 6 m Kitchen D, Wi 4x 3 m W. D, W D-1000 x 2000 mm, D, - 900 x 2000 mm, W - 900 x 1200 mm, W,- 2000 x 1000 mm, V- 800 x 300 mm. nswer:
Locate the centroid of the area shown below. 12" Y-axis 4" x = 1.94; y = 4.66 O x =4.66;y=1.94 x =0.00;y = 4.66 O x = 4.66;y=0.00 6" 9" 2" -X-axis
Determine: Use 3 decimals a) The width of the base b) The value of cut at station B if it has an area of 16.82 sq.m. b) The Volume of A and B with prismoidal correction (use end area method)
Determine the location of the Centroid of the Section from the bottom of the section. (bar Y)
A line AB is 40 mm long.Endpoints A & B are 20 mm in-front of Vertical Plane.Endpoints A is 15 mm above Horizontal Plane at 45 degrees.Draw projections & trace of the line.