S = 1 : 18,000; f = 152.40 mm Express your answer in feet to three significant figures. H = Submit Part B 15. ΑΣΦ | 11 H = Request Answer vec S = 1 : 4800; f = 95.90 mm Express your answer in feet to three significant figures. Π| ΑΣΦ 41 vec www Hey ? ? ft ft

S = 1 : 18,000; f = 152.40 mm Express your answer in feet to three significant figures. H = Submit Part B 15. ΑΣΦ | 11 H = Request Answer vec S = 1 : 4800; f = 95.90 mm Express your answer in feet to three significant figures. Π| ΑΣΦ 41 vec www Hey ? ? ft ft

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: 4/ The following is an incomplete page of level book in which X indicates missing Entry line.…

A: Using rise and fall method

Q: Station BM S.101 0 + 000 0 +020 0 +040 0 +060 0+066.28 0+080 0 + 100 0 +120 TP 1 0+140 0+ 143.78…

A: Elevation of (0 + 000) = Elevation of BM S.101 + BSBMS.101 - IS0+000 = 202.02 + 0.47 - 0.02 = 202.47…

Q: Draw the activities in (A-O-A) way, representing the activities on the arrow, then find the critical…

Q: A railroad curve has De = 4°00', I = 24°00', and PI station = 35+45.00 ft. Use the chord definition…

A: Approach to solving the question: Detailed explanation: Examples: Key references:

Q: 2. Complete the following set of profile level notes and show the customary arithmetic check. Plot…

A: To Compute Complete the following set of profile level notes and show the customary arithmetic…

Q: 1. Complete the leveling notes. Show Customary Check. STA BS HI FS ELEV 1.964 |(205.549+y) BM1 1.964…

A: Given: The value of y is 0.99. The differential leveling notes are given below, STA BS HI…

Q: loM 20 Fincl s Lop ez Poinł A エ=450 in' E = 29 * 10°KPI

A: Hey there, The above questions is related to mechanics. Our aim is to determine the slope at A.…

Q: -300 200 4S 30k 30 30 E =? Ey=? Y. E,=? Eg=? Bq =? つ V.

A: Strain is given in different orientation 1st we have to resolve these into x and y direction.

Q: + Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96…

Q: Course: Civil Engineering Subject: Integral Calculus Topic: Definite Integral Integrate and find…

A: Step 1:Step 2: Step 3: Step 4: Step 5: Step 6: Step 7: Step 8: Step 9: Step 10: Step 11: Step 12:…

Q: 194.1 201.2 165.4 165

Q: Find the interior angle Bat point 2inside the basel ne of polnts 12 and 3. Please do not write any…

A: given, point x y 1 2420.25 1512.48 2 2221.24 1550.79 3 2526.97 1570.24

Q: 16. A student was asked to make a 345.43-m long line using a 25-m tape that is 0.0021 m too long.…

A: Please all given questions we are told to solve only question number 16 to question number 18 Please…

Q: (b) The data from a levelling survey are shown in Table Q2. Using the rise and fall method,…

A: reduced level - Height of point from means sea level is called R.L. Benchmark - its is the fixed…

Q: Problem No. 3 Given: Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Lines Distances A-B…

Q: P-400 of 2005

Q: Distance M-easurem ent and calculation Distance Measrement Numbers of segment Less than whole…

Q: Find the area of a piece of land FGH, knowing that FH=150 m. Left hand face Right hand face Occupied…

A: To Determine Area of triangle FGH

Q: A distance of 300 m is to be laid-out using a tape having an incorrect length of 29.98 m. How much…

A: Given, Distance to be measured, say D = 300 m Actual/incorrect length of tape, L' = 29.98 m To…

Q: ") FOR THE GIVEN SECTION. (DImensions ore in mm ) a) Determnine the location of neutral as from the…

Q: In the closed polygon ,answerthe Circular divection of the Side CD, knowing that the er Circular…

Q: Situation C. Using the figure, supply the data needed in the numbered cell. BS FS 1.27 4.91 BS FS…

Q: Find the interior angle B at point 2 inside the baseline of points 1,2 and 3. Please do not write…

A: Given, point y x 1 1512.48 2420.25 2 1550.79 2221.24 3 1570.24 2526.97

Q: Q3: The polygon traverse ABCDEA shown in figure 2. is to be divided into two equal areas by a…

A: If polygon vertices are(x1,y1), (x2,y2), ............... (xn,yn)then areaA =…

Q: please calculat the angles and complete the following table. Ba A 零方向 Survey Survey Targe Reading…

A: ANSWER:-

Q: Compute for the unknown Line AB BC CD DE EA Distance 300 400 250 350 277.96 Bearing S 37 30 E S 43…

A: Answer We know that when two bearings of a traverse is omitted we need to use a temporary line of…

Q: Aerial photography is to be taken of a tract of land that is X-mi square. Flying height will be H ft…

Q: Determine the coordinate direction angles of FR- Express your answers using three significant…

Q: determine back the missing data on blank lines

Q: Tabulation: Station Backsight (BS) (HI) Foresight(FS) IFS Elevation Remarks BMI 0.580 121.23 120.650…

A: In the remarks we have to write about the details of the staff station.

Q: tomm lo tromm Samm Ix = 1.04 * 10^6 Ix = 2.01 * 10^6 Ix = 1.01 * 10^6 Ix = 1.8 * 10^6

Q: The scale of the photograph is 10cm = 100m. The photograph size is 23 cm x 23 cm determine the…

Q: Determine the coordinates of the centroid of the shaded area. 10 E 20 20 10 30 40 20. 65 Dimensjons…

Q: PROPILE LEVELING. Complete the following set of pro- le level notes and show the customary…

A: Profile levelling is the process of raising the ground surface up along a fixed line in order to…

Q: Analyse the Building Frame using Portal Method! Show details computations.

Q: questions by completing the tabulation below. What is the computed departure of line DE?

Q: STA BS HI FS IFS ELEV BМ — а 1.24 234.51 m ТР- 1 1.11 3.40 1 + 00 + 25 + 50 + 75 ТР - 2 4.6 2.7 3.6…

A: Height of instrument method HI = elevation + BS elevation = HI - FS

Q: Laboratory Report 6 – Area Computation (Trapezoidal Rule) Objective: To compute the area using…

A: given, We have Set of Ordinates taken on a ground. Our aim is to calculate area of that land using…

Q: Module 03- Coursework Activity 03 Complete the Differential Leveling Notes by providing data to the…

Q: Determine the coordinates of the centroid of the shaded area. 10 40 y 1 Answers: X = y = 15 MI F 10…

A: Dimensions are given for the figures embedded in diagram .

Q: Kindly verify if I am correct. I think the book had an error with the x component of the centroid of…

A: The moment of inertia of the given section will be given by the sum of Vertical rectangular section,…

Concept explainers

MATLAB

MATLAB software is a registered trademark, multi-model programming language, and numerical computing environmental system created by MathWorks. 'MATLAB' is the short-form of "Matrix Laboratory". The MATLAB software permits the utilization of matrix operations, graphical representation of data, execution of algorithms, development of user interface, and linking programs created in other languages. Even though MATLAB is developed mainly for numerical computing, there is an optional toolbox that uses a symbolic engine known as MuPAD giving access to all the symbolic computing abilities. In addition to this, a Simulink package delivers graphical multi-domain simulation and design that is model-based for embedded and dynamic systems. MATLAB users are spread worldwide across the world and use MATLAB extensively.

Question

Calculate the flight height above average terrain that is required to obtain vertical
photographs at an average scale of S' if the camera focal length is f for the following data:
Part A
S = 1:18, 000; f = 152.40 mm
Express your answer in feet to three significant figures.
H =
Submit
Part B
H =
197| ΑΣΦ 41
Submit
Request Answer
S = 1 : 4800; f = 95.90 mm
Express your answer in feet to three significant figures.
|5| ΑΣΦΑ
vec
Request Answer
vec
www
www
?
?
ft
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: First write given data in the question

VIEW

Step 2: Calculate flight height above average terrain

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

III Complete the horizontal angle measurement note Result Reviewer Sight Reading Angle Face to 11 A 39 00 L 15 30 30 R 195 30 30 A R 180 39 12 A R 270 40 00 C R 285 30 54 L 105 31 06 A L 90 39 54 Mean
According to the figure below, fill out the table showing all your calculations: a) find the elevation of TP2 b) perform the arithmetic check BS 1.27 BM Elevation 356.68 *All values are in feet. STA BM ΤΡΙ TP2 B.S. 1.27 FS 4.91 H.I. TP₁ BS 2.33 F.S. FS 6.17 Elevation TP₂
The fill volume between stations 49+00 and 50+00, in cubic yards, is: (Choose the most correct answer) A3= +해 니 a. 300 b. 623 c. 484 d. 257 e. 538
Q2) a.) Find the intersection coordinates of lines passing from AC and BD. b.) Find the area defined by the corner points A, B, C, and D. The Lengths in the below given figure are in meters. Use Gauss Method only. 17.42 B e----165.05 37.15 55.98 Yp Хр 39.47 22.75L D ol4.90 i 13.90 A 0.00 ty
I really need an answer ASAP. tThank youuuu!!
These are objectives questions so answer ASAP and correct with explanation
Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96 DISTANCE 250 UNKNOWN 300 UNKNOWN 400 Bearing S 37 30 E S 43 15 W N 73 W UNKNOWN UNKNOWN BEARING N 73 00 W N 12 45 E S 37 30 E N 65 45 E S 43 15 W ■
Q.4. arithmetic check. Write your calculations in detail and fill the table. The units of readings in the table are meter (SI system). Please calculate elevations in the stations given in the table and show the Station BS FS H.I. Elevation ВМА 2.16 500.00 ТР 1 3.24 1.13 ТР 2 3.14 1.07 ТР 3 2.59 1.67 BM B 1.39
e A:0V • ZAIN IQ l. docs.google.com A Choose the correct answer. (Second (moment of inertia about x-axis tomm lo tromm Samm Ix = 1.04 * 10^6 Ix = 2.01 * 10^6 Ix = 1.01 * 10^6 Ix = 1.8 * 10^6 محو التحديد محو النموذج إرسال عدم إرسال کلمات المرور عبر نماذج Google مطلقا تم إنشاء هذا النموذج داخل University. of Samarraالإبلاغ عن إساءة الاستخدام Google 7ilai
Please calculate the missing STA. Thank you.
What is the answer? Show your handwritten solutions and use a step by step calculation. Sketch the given and simplify your answer. Box the final answer.
Geometric space, i need solutions in 15 minutes please. MCQ/ If Ø = 0.987643 rad. Find Ø in degrees. A-56º 35' 16'' B-45º 42' 16'' C-52º 04' 26'' D-54º 30' 16'' E-35º 25' 25'' F-65º 25' 13''