5. Using the Clarke 1866 Ellipsoid Parameters, Calculate the following: • Meridional Section Radius at 75degrees latitude. Prime Vertical Section Radius at 75degrees latitude. Radius of curvature of normal sections at any azimuth, given azimuth of 85 degrees • Radius of Parallel. • Length of Parallel Arc of longitude of 115degrees. • Gaussian Mean Radius Radius of the sphere having the mean of the three semi-axes of the ellipsoid. Spherical radius of sphere having the same area of ellipsoid Radius of the sphere having the same volume as ellipsoid.

5. Using the Clarke 1866 Ellipsoid Parameters, Calculate the following: • Meridional Section Radius at 75degrees latitude. Prime Vertical Section Radius at 75degrees latitude. Radius of curvature of normal sections at any azimuth, given azimuth of 85 degrees • Radius of Parallel. • Length of Parallel Arc of longitude of 115degrees. • Gaussian Mean Radius Radius of the sphere having the mean of the three semi-axes of the ellipsoid. Spherical radius of sphere having the same area of ellipsoid Radius of the sphere having the same volume as ellipsoid.

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: Below are the measured interior angles of a five-sided figure. Solution in this format: Given:…

Q: 60 k 40 k 12 =4000 in 4 1. 1, 2000 in4 10 ft 10 ft 10

Q: For the non-symmetric Z-section shown in Figure Q4 find the position of thehorizontal (X) and…

Q: Determine the product of inertia with respect to the x and y axes for the shaded area shown. Hint:…

A: To find product of inertia

Q: A jet having a diameter of 50.95mm and a velocity of 15.95m/s is deflected 60.95degree by a curved…

A: m = ρ a V ρ = Density of water = 1000 kg /m2 a = Area of jet d = diameter = 50.95 mm = 0.05095 m a =…

Q: w = 15 KN/m E I 6m

Q: Problem for Modules 3.5 and 3.6: Analyze the determinate truss below and answer questions 3.5 and…

A: from fig:y=2tan60x=ytan30x=2tan60tan30=6mFind reactions :∑ MA=0Cy2+6-506=0Cy=37.5KN∑…

Q: Situation 1] From an instrument set up at point A, the angle of elevation of point B is +16°XY while…

Q: Determine the moments of inertia of the cross-sectional area as shown about the centroidal xo-yo-…

A: A cross section is given we need to find out the moment of Inertia

Q: The magnetic bearing of line XY was observed to be S 31° W, when the declination was 2° E. Point Z…

Q: Which one is the CORRECT expression for the horizontal distance between the instrument and the staff…

A: given staff intercept = S multiplying constant= K additive constant= C D= horizontal distance

Q: Use energy methods to calculate the horizontal deflection of point C

Q: Question 3 O out of 1 points An ellipse has an eccentricity of 0.43 and the distance between the…

A: Using the given data calculate the value of 'a' semi major axis. Then using eccentricity relation…

Q: 6. Find Ix, ly, radii of gyration and product of inertia. Ø200 Ø150 300 300 Ø50 50 50- 300

Q: An instrument is set-up at point M and vertical angles are observed at N (-21°15') and O (+33°45').…

A: d(NM) = 35G.2552m NOTE - As the value of G is unknown, so taking it 0. i.e. d(NM) = 350.2552m d(NO)…

Q: . Find Ix, ly, radii of gyration and product of inertia. Ø200 Ø150 300 300 Ø50 50 50 300

Q: 10. Determine the value of the minimum moment of inertia (I min), using the Mohr's Circle, given the…

Q: 0.4m Given: Rod CD is rotating with an angular velocity o = 4 rad's CCW. Find: The angular…

Q: -670 m hi= 1.54 m 34.34 m r= 1.87 m. A

A: It is required to find the elevation of A given the elevation of B is 86.53 m Distance between A and…

Q: For the cross section shown below, y 1 4a 1 8a I 8a 4a |4ª| 10a 28a 8a ба Dimensions in millimeters…

A: Given a= 11.66 mm

Q: The transit is set up at A and a stadia was places at a distance of 184. 20m from A. The stadia…

Q: Problem no. 2: The width of a river being observed is 75 m. Assuming the transit being used has an…

A: This problem is related to Surveying Engineering. In this problem Tacheometry surveying , Horizontal…

Q: istance by Tachymetry 1. A stadia rod held at a distant point B is sighted by an instrument set up…

Q: Distance by Tachymetry 1. A stadia rod held at a distant point E is sighted by an instrument…

Q: stadia

A: This question is from Surveying.

Q: Two planes intersect each other. What is the term for the angle formed perpendicular to the…

A: ans -b ans-(b) plane angle 0ans

Q: The area of the green section is 208 in“. It has the following moments of inertia with respect to…

A: Given Data: The area of green section is A=208 in2. The moment of inertia with respect to Y-axis is…

Q: 37 30npa 45

A: Normal stress and shear stress given. By analytical method we can find unknown.

Q: You are to determine the true direction of a line by altitude of the sun during a morning…

A: Given- α=-0.08716δc=150°45'

Q: The true azimuth of line AB is 130 degrees. The deflection angle between the prolongation of line AB…

Q: For the cross-section area shown below the centroid is identified by point (C), the area moment of…

A: Solution solution of above question is in second step

Q: YA 45 CM 20 CM 100 CM

A: This question is from basic of slod mechanics . Here a fig is given and radius of gyration is…

Q: Using your prior knowledge in Geometry and Trigonometry, solve for the Azimuths of the following:…

A: To Determine a. Direction from A to B b. Direction from B to C C. Direction from C to D d. Direction…

Q: Question 20 If the center of Mohr's Circle has a moment of inertia value of 182 in", and a reference…

A: Centre of Circle =182in4The coordinates of reference point are 123in4 right to center and 95in4…

Q: QI: Determine the vertical rotation of point B. 35 kN/m B -3 m- 9 m El = constant E = 70 GPa I =…

Q: Calculate the centroid and moment of inertia of the compound areas

Q: Determine the product of inertia of the shaded area about the x-y axes. ↓ 17 60 126 Dimensions in…

Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

5. Using the Clarke 1866 Ellipsoid Parameters, Calculate the following:
Meridional Section Radius at 75degrees latitude.
Prime Vertical Section Radius at 75degrees latitude.
Radius of curvature of normal sections at any azimuth, given azimuth of 85
degrees
• Radius of Parallel.
Length of Parallel Arc of longitude of 115degrees.
• Gaussian Mean Radius
Radius of the sphere having the mean of the three semi-axes of the ellipsoid.
Spherical radius of sphere having the same area of ellipsoid
Radius of the sphere having the same volume as ellipsoid.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

given data & parameters of CLARKE 1866 ELLIPSOID

PART 1 TO 3

PART 4 TO 7

PART 8 & 9

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 4 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

Calculate degree of static indeterminacy
With the line of sight horizontal, solve for the stadia constant given the following: Stadia Occupied: A Stadia Observed: B Distance from A to B: 90m Stadia intercept = 130cm Station Occupied: A Station Observed: C Distance from A to C: 30m Stadia Intercept = 70cm
The foci of the ellipse with given equation x²/25 + y²/36 = 1 is (0,-√11) and (0,√11)? TRUE or FALSE
The area of the green section is 17,966 mm2. It has the following moments of inertia with respect to the x- and y-axes: I X, = 400 x 106 mm4 and I, = 586 x 106 mm4. y y' 110 mm 147 mm 4 Determine the centroidal moments of inertia I, I, and J, in mm* and the corresponding radii of gyration k, ky, and k, in millimeters. 'x" mm4 4 mm mm4 k, mm mm kc mm I| || ||I|
With the transit at point A and the line of sight horizontal, the stadia intercept at B was found to be (1.94+y)m. If the stadia constant is 0.3 and AB= (194.2+y)m, find the stadia interval factor.
Problem for Modules 3.5 and 3.6: Analyze the determinate truss below and answer questions 3.5 and 3.6. Write your answers on the space provided. And express it in one decimal place only and in millimeters. For example 1.1mm, 10.1mm, 123.3mm without space between the magnitude and the unit. For question 3.5 using Castigliano's theorem, the vertical deflection of joint B is nearest to * 50KN Determinate Truss 60C 30 2m A = 0.00001m², and E = 200x10° KN /m², Your answer For question 3.6 using virtual work method, determine the horizontal deflection of joint C. Write your answers on the space provided. And express it in one decimal place only and in millimeters. For example 1.1mm, 10.1mm, 123.3mm without space between the magnitude and the unit. * Your answer
The area of the green section is 208 in. It has the following moments of inertia with respect to the x- and y-axes: I, = 41,563 in* and I, = 64,881 in“. y' 16 in 13 in to Determine the centroidal moments of inertia I,, I,, and J, in in“ and the corresponding radii of gyration ky, ky, and k, in inches. 76715 X in4 Iy X in4 118129 194844 X in4 kx' 19.204 X in Ky' 23.831 X in = kc 30.606 X in = II
2)The interior angles of a spherical triangle LUV and side LU were measured as follows:L = 61°45'30"U = 62°10'11"V = 56°04'20LU = 35965Earth Radius = 6372 kmCalculate the Spherical Excess