I will rate your answer immediately Item 1Part ADetermine the horizontal distance between two points A and B whose elevations above datum are h = 1980 ft and hg = 1425 ft and whose images a and b on a vertical photograph have photo coordinates a = 2.95 in., y₁ = 2.32 in., æ= -1.64 in., and y = -2.66 in. The camera focal length was152.4 mm and the flying height above datum 7900 ft.Express your answer in feet to four significant figures.L =IVE ΑΣΦΑSubmitRequest Answervec?1 of 7ft

Answered: Image /qna-images/answer/f78f975b-5d83-4dd5-853b-8709baaafcbd.jpg

Item 1 Part A Determine the horizontal distance between two points A and B whose elevations above datum 152.4 mm and the flying height above datum 7900 ft. Express your answer in feet to four significant figures. L= Submit Π| ΑΣΦ Request Answer C 2 ft < 1 of 7 > h 1980 ft and hg = 1425 ft and whose images a and b on a vertical photograph have photo coordinates a = 2.95 in., ya = 2.32 in., z = -1.64 in., and y = -2.66 in. The camera focal length was

Item 1 Part A Determine the horizontal distance between two points A and B whose elevations above datum 152.4 mm and the flying height above datum 7900 ft. Express your answer in feet to four significant figures. L= Submit Π| ΑΣΦ Request Answer C 2 ft < 1 of 7 > h 1980 ft and hg = 1425 ft and whose images a and b on a vertical photograph have photo coordinates a = 2.95 in., ya = 2.32 in., z = -1.64 in., and y = -2.66 in. The camera focal length was

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: The wooden members A and B are to be joined by plywood splice plates that will be fully glued on the…

Q: Identify the portion of a foot (12") as indicated by the reading from the zero mark (0) on the scale…

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

Q: You are nominated as a Mine Surveyor for a project related to underground coal mines. A longwall…

A: i) Diagram of Mining Equipment Used in Longwall Coal Mining:The mining equipment used in longwall…

Q: is incorrect answer? i asked for 700 meter?

Q: Using AutoCAD, Represent the structural plan for this building i.e draw the Pillars, and beams of…

A: I cannot send .dwg links here but here's how you can answer this. If you look at the image, the red…

Q: How to draw a free body diagram please.

A: As per guidelines we need to answer only first question so please repost rest questions separately

Q: Describe different causes responsible for water-borne diseases. Name the diseases caused by presence…

Q: 8.2 As a car gets heavier, greater friction losses in wheels, and because more kinetic energ is…

A: Given data: Automobile mass (lbm) Fuel consumption (mi/gal) 2534 24.3 3023 15.9…

Q: Do not include the unit in writing the answer. Use small letters (lowercase) in writing the words…

A: Calculate area as follows:

Q: 33. Write an algorithm to sums all the even numbers between 1 and 20 and then displays the sum. 32…

Q: Figure 20-7 Questions 1-10. 44 8. 6 38 20 24 34 Ol 76 8 80 84 88 92 10 Match the dimensions…

Q: Determine the Departure Misclosure and Latitude Misclosure for the four sided parcel shown below.…

Q: Describe the importance of penetration testing?

A: Penetration testing is important to an organization's security because it helps personnel learn how…

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

I will rate your answer immediately

Item 1
Part A
Determine the horizontal distance between two points A and B whose elevations above datum are h = 1980 ft and hg = 1425 ft and whose images a and b on a vertical photograph have photo coordinates a = 2.95 in., y₁ = 2.32 in., æ= -1.64 in., and y = -2.66 in. The camera focal length was
152.4 mm and the flying height above datum 7900 ft.
Express your answer in feet to four significant figures.
L =
IVE ΑΣΦΑ
Submit
Request Answer
vec
?
1 of 7
ft

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: Mention the given Data

VIEW

Step 2: Calculation of the horizontal distance between two points

VIEW

Solution

VIEW

Step by step

Solved in 3 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 horizontal distance between two points A and B whose elevations above datum are hA = 1840 ft and hB = 1425 ft and whose images a and b on a vertical photograph have photo coordinates xa = 2.95 in., ya = 2.32 in., xb = -1.64 in., and yb = -2.66 in. The camera focal length was 152.4 mm and the flying height above datum 7900 ft . Express your answer in feet to four significant figures.
There are two points, A and B, whose elevations above datum are h4 = 1380 ft and hp = 930 ft. and whose images a and b on a vertical photograph have photo coordinates a = 2.95 in.. y = 2.32 in. z = -1.64 in., and 3 = -2.66 in. The camera focal length was 152.4 mm and the flying height above datum 7800 ft. Part A On the same photograph, an image d of a third point D appears. Its elevation is hp 1290 ft and its photo coordinates are zd=2.72 in. and yu = 3.09 in. Calculate the area, in acres, of triangle ABD Express your answer to four significant figures. ΤΕΙ ΑΣΦ area= Submit Provide Feedback Request Answer ^ C PEX ? ac. Next >
There are two points, A and B, whose elevations above datum are hд = 1610 ft and hß = 1425 ft and whose images a and b on a vertical photograph have photo coordinates x₁ = 2.95 in., Ya 2.32 in., x = -1.64 in., and y xb -1.64 in., and yɩ = −2.66 in. The camera focal length was 152.4 mm and the flying height above datum 7550 ft. On the same photograph, an image c of a third point C appears. Its elevation hc = 1455 ft and its photo coordinates are x=3.20 in. and y = -2.66 in. Compute the horizontal angles in triangle ABC. ་་ Part A Compute angle A. Express your answer in degrees to six significant figures. A = ΜΕ ΑΣΦ. Η vec 0 ?
Need Correct
Show complete solution The photo distance between two image points a and b on a vertical photograph is 10.10cm and the corresponding ground distance AB is 1490m. What is the photographic scale at the elevation of the ground line?
Images a, b, and c of ground points A, B, and C appear on a vertical photograph taken from a flying height of 2625 m above datum. A 153.16-mm-focal-length camera was used. Points A, B, and C have elevations of 407 m, 311 m, and 379 m above datum, respectively. Measured photo coordinates of the images are xa = –60.2 mm, ya = 47.3 mm, xb = 52.4 mm, yb = 80.8 mm, xc = 94.1 mm, and yc = – 79.7 mm. Calculate the horizontal lengths of lines AB, BC, and AC and the area within triangle ABC in hectares.
How to develop an auxiliary view projection
A near-vertical aerial photograph taken with a 152.916-mm-focal-length camera contains images of four ground control points A through D. Refined photo coordinates and ground control coordinates (in a local vertical system) of the four points are listed in the following table. Calculate the exterior orientation parameters w, 6, K, X,, Y1, and Z, for this photograph. Photo Coordinates Ground Control Coordinates Point X, mm y, mm X, m Y, m Z, m A 86.421 -83.977 1,268.102 1,455.027 22.606 -100.916 92.582 732.181 545.344 22.299 C -98.322 -89.161 1,454.553 731.666 22.649 78.812 98.123 545.245 1,268.232 22.336
Orthographic views using first angle method of projection are shown. Draw its isometric drawing.
1.23 - Please answer correctly
A vertical aerial photograph was taken from a flying height of 3200 meters above datum with a camera having a focal length of 210 mm. The highest, lowest and average terrain points appearing in the photograph ae 1730 meters, 995 meters and 1310 meters, respectively. (Note: The scale value should be in this kind of format, 1:250) 1. Calculate the maximum photographic scale| 2. Calculate the minimum photographic scale 3. Calculate the average photographic scale
Problem 2: Locate the centroid of the plane Y 60 mm -105 mm area 75 mi I