Compute the data for the flight plan from the following. Length of ground along N-S direction = 40 km Width of ground along E-W direction = 30 km Average elevation above datum = 300 m Focal length of camera = 152.4 mm 230 mm x 230 mm Format End overlap 60% Side lap = 30% Average scale = 1 in 10,000 Ground speed of aircraft = 240 km/hour Flight strips are to be laid out in N-S direction, and the two outer strips are to coincide with E-W boundaries of the area. Also prepare the flight map on a base map whose scale is 1 in 50,000

Compute the data for the flight plan from the following. Length of ground along N-S direction = 40 km Width of ground along E-W direction = 30 km Average elevation above datum = 300 m Focal length of camera = 152.4 mm 230 mm x 230 mm Format End overlap 60% Side lap = 30% Average scale = 1 in 10,000 Ground speed of aircraft = 240 km/hour Flight strips are to be laid out in N-S direction, and the two outer strips are to coincide with E-W boundaries of the area. Also prepare the flight map on a base map whose scale is 1 in 50,000

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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 ?
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 ?
Use the field notes to calculate the latitude from Point LUC-1 to point Crunch. Elevation of Point LUC-1: 298.78 ft. Instrument at Point LUC-1 (HI = 5.35) Backsight = Point Panther Backsight bearing from Point LUC-1 to Point Panther in DMS: N 82-14-09 W HAR to Point Crunch in DMS: 23-25-56 Slope distance from Point LUC-1 to Point Crunch: 147.78 ft. VA from Point LUC-1 to Point Crunch in DMS: +3-07-51 (HR = 4.29 ft.) +76.43 +126.22 +126.41 O +76.54
Compute the data for the flight plan from the following. Length of ground along N-S direction = 40 km Width of ground along E-W direction = 30 km Average elevation above datum = 300 m Focal length of camera = 152.4 mm Format = 230 mm x 230 mm End overlap = 60% %3D Side lap = 30% Average scale = 1 in 10,000 Ground speed of aircraft = 240 km/hour Flight strips are to be laid out in N-S direction, and the two outer strips are to coincide with E-W boundaries of the area. Also prepare the flight map on a base map whose scale is 1 in 50,000,
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.
Q1/B/ Find the area of the close traverse having the following data by the coordinate method and the coordinat of point A (+200,+100) Side Latitude Departure +120.5 AB +225.5 BC -245.0 +210.0 CD -150.5 -110.5 -220.0 DA +170.0 $
- 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
2. Complete the profile leveling notes in Table 1. Show the arithmetic check and sample calculations of your work. Draw a neat sideview sketch showing the location of all stations and indicate on the sketch all of the numbers in your completed table. Page 1 of 4 I Table 1 Station BS [ft] HI [ft] IS [ft] FS [ft] Elevation [ft] BM1 8.92 423.15 TP1 5.79 6.27 0+00 8.83 1+00 7.13 2+00 7.96 2+70.5 8.81 2+76.2 8.39 3+00 6.34 TP2 8.16 5.99 4+00 7.77 5+00 7.47 5+55.0 4.19 5+65.2 6.65 6+00 7.29 BM2 6.76
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
figure shows a schematic arrangement of a profile level route from BM33 to BM34. The values indicated represent backsight, forsight and intermediate foresight reading taken on stations along the route. Prepare and compute profile level notes for the portrayed information. Show the customary arithmetic check and plot rhe profile. 2:00 I+ 00 2.77 BS)2 3.06 (FS) 3+00 IFS) 3.43 (FS) mile HI, TP, 4+40 TP2 6+ 00 2.22 (BS) 2.8 (IFS) 5+00 8+00 HI BM33 Elev 328.70m 2.45 (FS) BM 34 IFSX 900 10i00 STA BS HI FS IFS ELEV BM33 2.32 331.02 328.70 0+00 1+00 1.7 2.2 1.2 2+00 3+00 0.9 TP1 2.77 330.36 3.43 4+40 5+00 2.2 3.7 6+00 1.6 TP2 2.22 329.52 3.06 8+00 9+00 10+00 2.8 3.6 2.0 11+00 1.1 BM34 2.45 學-- (IFS)
The elevation of points L is 260ft, that of point is k is 300ft and point M is 800ft, that of point is N is 520ft the flying height above sea level is 1769ft and the focal length of the camera is 8.23 inch determine the scale of the photograph along the line ao along the be and at point d, expressing each scale as a number of feetcorres ponding to 1 inch,
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