Aerial photography is to be taken of a tract of landthat is X-mi square. Flying height will be H ftabove average terrain, and the camera has focallength f. If the focal plane opening is 9 x 9 in.,and minimum sidelap is 40%, how many flight lineswill be needed to cover the tract for the data givenbelow?X = 9; H = 4100 ft; f = 152.40 mmExpress your answer as an integer.—| ΑΣΦ. 41|vec100Pre?

Flying height, H = 4100 ft Focal length, f = 152.4 mm or 6 in Focal plane opening = 9in x 9in…

Aerial photography is to be taken of a tract of land that is X-mi square. Flying height will be H ft above average terrain, and the camera has focal length f. If the focal plane opening is 9 × 9 in., and minimum sidelap is 40%, how many flight lines will be needed to cover the tract for the data given below? X = 9; H = 4100 ft; f = 152.40 mm Express your answer as an integer. IVE ΑΣΦ. 11 vec 100 wwwww Peny ?

Aerial photography is to be taken of a tract of land that is X-mi square. Flying height will be H ft above average terrain, and the camera has focal length f. If the focal plane opening is 9 × 9 in., and minimum sidelap is 40%, how many flight lines will be needed to cover the tract for the data given below? X = 9; H = 4100 ft; f = 152.40 mm Express your answer as an integer. IVE ΑΣΦ. 11 vec 100 wwwww Peny ?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

BMa has an elevation of 127.133m and BMb has an elevation 121.726. If the summation of backsight (BS) is 7.690m, what is the summation of foresight (FS)?
On a vertical photograph of flat terrain, section corners, which are a nominal 1-mi apart, appear a distance d apart. If the camera focal length is f, compute flying height above average ground in feet for the following data: Part A d = 3.319 in.; f = 3-1/2 in. Express your answer in feet to four significant figures. H = Submit Part B 15| ΑΣΦ H = Request Answer d = 68.14 mm; f = 156.4 mm Express your answer in feet to five significant figures. Submit vec 5 IVE ΑΣΦ41 | vec Request Answer ? ? ft ft
Aerial photography is to be taken of a tract of land that is X-mi square. Flying height will be H ft above average terrain, and the camera has focal length f. If the focal plane opening is 9 x 9 in., and minimum sidelap is 40%, how many flight lines will be needed to cover the tract for the data given below? X = 9; H = 4100 ft; f = 152.40 mm Express your answer as an integer. 195| ΑΣΦ ↓↑ vec ?
) On a truly vertical aerial photograph, whose focal length is 100.00 mm, the base ofthe corner of a vertical building appears 50.00 mm from the principal point. The top of thesame corner of the building is measured to the 51.00 mm from the principal point. It has 2been determined that the flight altitude of the camera above the ground at the base of thebuilding is 8000.0 ft. What is the height of the building?
3. Using the following information, determine the elevation at Point B and Point C. Setup @ A Elev at A = 96.237 m Slope distance to Point B is 147.689 m Zenith Angle is 104° 56' 45" Slope distance to Point C is 99.987 m Zenith Angle is 72° 48' 10" HI (height of instrument) = 1.725m HT (height of target) = 1.800m %3D Note: HT and HI are consistent for both shots.
Aerial photography is to be taken of a tract of land that is X-mi square. Flying height will be H ft above average terrain, and the camera has focal length f. If the focal plane opening is 9 x 9 in., and minimum sidelap is 30%, how many flight lines will be needed to cover the tract for the data given below? ▼ Part A X = 8; H=4500 ft; f = 152.40 mm Express your answer as an integer. 9F 57 Submit ΑΣΦ vec Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remaining ?
find the elevation of reduced level for all point Back sight Inter sight For sight Heigh or collimation Reduced level point 1.41 281.11 RA 2.50 1.30 1.02 O.60 1.16 1.30 1.45
Kindly answer this, this is in the surveying subject. Thankyou in advance have a nice day! (your explantion) -How to enclose a close traverse? -What is traversing in surveying and what is the importance of this subject in agricultural and biosystem engineering
- What is the corrected departure of course D-A using transit rule?- What is the corrected latitude of course C-D using transit rule?PLS PROVIDE COMPLETE SOLUTION THANKS
Q2/ In field work, vertical angles was measured from station A to stations B.C as show in table below, if the height of instrument at point A is (1.3m) and the elevation at same point is (25m), calculate the elevations of others points if know the horizontal distances for points B, C, are 80, 120, m respectively. Observed point Vertical angle F.R station F.L B. "50 '7ב "97 262 32 36" 93° 27 14" 266 32 18"
The primary aims of field surveying Select one: a. -to find out Absolute direction b. -to find out the Relative angles of lines c. -to find out Absolute angles d. - none of the answers
An area of 10 km x 20 km is to be surveyed using aerial photogrammetry Average scale of photograph is 1:10,000 at ground elevation of 400 m above the datum. Focal length of camera used is 20cm and size of photographs are 23cm x 23cm. The speed of aircraft is 270 kmph. The forward lap in photographs is 70% and side lap is 30% Determine the flying height, exposure interval and number of photographs required to complete the survey.