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the iformation below. Determine the length and bearing of DA. Hint, Σ (Dep-0 and Station Length...
Octavo: A total station was set up at control station K, which is within the limits...
Octavo: A total station was set up at control station K, which is within the limits of a five-sided property. The coordinates of station K are 50.000 m E, 20.000 m N. Azimuth angles, polar distances from Station K to the five property corner stations, and computed corner coordinates are shown in the following table. Compute the bearings (to the closest second) and distances (to three decimals) of the five sides of the property. (10 mark Line from K Latitude...
B 106° 120 100 feet feet 60° 599 C A 1350 106 86 feet feet The...
B 106° 120 100 feet feet 60° 599 C A 1350 106 86 feet feet The table below shows the field data for closed traverse ABCD, if the coordinates of A (0, 0). Azimuth for AB is 56°. Compute the coordinates for all other stations. a. Fill up the followings: Stations Observed Azimuth Length EN To Station Angle 56 A 59° 37.22 00 B B 106° 16.71 C 60° 19.55 135 34.12 A Σ b. Calculate the corrected angle Stations...
1. Balance the internal angles and find the Latitude, Departure, Error of closure, and Precision Ratio...
1. Balance the internal angles and find the Latitude, Departure, Error of closure, and Precision Ratio for the coursed of the traverse shown below. 2- Balance the latitudes and departure by using the compass rule. N C 3. Determine the Adjusted distances and Azimuths 4. Find the coordinates of the stations B, C & D if the coordinates of station A are: 100.00N, 100.00E 8993730 121°2930 0 PR: 524230 961130 23128 A320 A N 10000 E 10000 3 N:100.00 E-100.00...
2. Determine the azimuth and length between the following beginning and ending line locations: a....
2. Determine the azimuth and length between the following beginning and ending line locations: a. Start (100,100) end (-100,100) b. Start (250,-100) end (-350,-200) t%100Y316)-β, 545, ,1 Ai b) 26.92 Show all calculations and steps. c. 3. Determine the area within the following four points Latitude Departure YCod Xv 100 -100 250 -350 100 100 -100 -200 3 d a. First draw a figure and plot the points. b. Determine the order to arrange the points to correctly calculate the...
(b) The following perpendicular offsets were taken from a chain line to a hedge: 0 6...
(b) The following perpendicular offsets were taken from a chain line to a hedge: 0 6 12 18 24 30 36 Distance (m) Offset (m) 5.40 4.50 3.60 2.70 1.80 2.25 3.15 Calculate the area enclosed between the chain line and the offsets using Simpson's rule. [20 Marks (c) Compute the latitudes and departures of the traverse legs, given in the table below. Latitude Course Departure (m) (m) AB BC CD Length (m) 472.68 216.13 276.52 382 24 Bearing S...
a) Use Fubini's Theorem to argue that the solid drawn below has volume AL, where A is the area of the shaded front face and L is the length of the base of the right face. (Hint r'irst, de...
a) Use Fubini's Theorem to argue that the solid drawn below has volume AL, where A is the area of the shaded front face and L is the length of the base of the right face. (Hint r'irst, define a function J(e- u) and region D, and then compute )A.) f(x, y) dA.) 2 (a, 0, 0) (0, b, 0) (a, b, 0)
a) Use Fubini's Theorem to argue that the solid drawn below has volume AL, where A is...
Let Σ = {0, 1). (a) Give a recursive definition of Σ., the set of strings from the alphabet Σ. (b) Prove that for every n E N there are 2" strings of length n in '. (c) Give a recursive d...
Let Σ = {0, 1). (a) Give a recursive definition of Σ., the set of strings from the alphabet Σ. (b) Prove that for every n E N there are 2" strings of length n in '. (c) Give a recursive definition of I(s), the length of a string s E Σ For a bitstring s, let O(s) and I(s) be number of zeroes and ones, respectively, that occur in s. So for example if s = 01001, then 0(s)...
A long strip footing foundation will be used to support a concrete masonry- bearing wall for...
A long strip footing foundation will be used to support a concrete masonry- bearing wall for a business building. The footing will be 2m wide and 45 m long. The wall loading imposed onto the foundation will be 200 kN per meter of wall length. i) Using both the 2:1 approximate and Boussinesq methods, determine the vertical stress increase (∆σ) at 3m below the footing center. ii) Compare and discuss the ∆σ values calculated from the two methods.
(1) Determine whether the following series converge or diverge: (a) Σ=0 η2 n=1 (b) Σ=0 520...
(1) Determine whether the following series converge or diverge: (a) Σ=0 η2 n=1 (b) Σ=0 520 και (c) Σ=2 /n ln (η) 2n (4) Σ. sin(1) η2 (e) Σ1 (1) Σ=1 n2-3n+1 ln(η).
Consider the schemas and instances below. #prod should be prodid #dep should be depid. Schemas -...
Consider the schemas and instances below. #prod should be prodid #dep should be depid. Schemas - Produc #prod, pane, rioe) - Depot(#dep,addr, volume) - Stock(#prod, #cdep,quantity) Instances Product #prod pl p2 p3 price pname 25 tap tv ver Depot #dep ad dl d2 d4 volume New Yor Syracuse New York 2000 9000 6000 Stoek #dep | quantity dl d2 d4 #prod pl pl pl 1000 -100 1200 p d1 di d2 E00 CO 2000 The primary key of product is...
Octavo: A total station was set up at control station K, which is within the limits of a five-sided property. The coordinates of station K are 50.000 m E, 20.000 m N. Azimuth angles, polar distances from Station K to the five property corner stations, and computed corner coordinates are shown in the following table. Compute the bearings (to the closest second) and distances (to three decimals) of the five sides of the property. (10 mark Line from K Latitude...
B 106° 120 100 feet feet 60° 599 C A 1350 106 86 feet feet The table below shows the field data for closed traverse ABCD, if the coordinates of A (0, 0). Azimuth for AB is 56°. Compute the coordinates for all other stations. a. Fill up the followings: Stations Observed Azimuth Length EN To Station Angle 56 A 59° 37.22 00 B B 106° 16.71 C 60° 19.55 135 34.12 A Σ b. Calculate the corrected angle Stations...
1. Balance the internal angles and find the Latitude, Departure, Error of closure, and Precision Ratio for the coursed of the traverse shown below. 2- Balance the latitudes and departure by using the compass rule. N C 3. Determine the Adjusted distances and Azimuths 4. Find the coordinates of the stations B, C & D if the coordinates of station A are: 100.00N, 100.00E 8993730 121°2930 0 PR: 524230 961130 23128 A320 A N 10000 E 10000 3 N:100.00 E-100.00...
2. Determine the azimuth and length between the following beginning and ending line locations: a. Start (100,100) end (-100,100) b. Start (250,-100) end (-350,-200) t%100Y316)-β, 545, ,1 Ai b) 26.92 Show all calculations and steps. c. 3. Determine the area within the following four points Latitude Departure YCod Xv 100 -100 250 -350 100 100 -100 -200 3 d a. First draw a figure and plot the points. b. Determine the order to arrange the points to correctly calculate the...
(b) The following perpendicular offsets were taken from a chain line to a hedge: 0 6 12 18 24 30 36 Distance (m) Offset (m) 5.40 4.50 3.60 2.70 1.80 2.25 3.15 Calculate the area enclosed between the chain line and the offsets using Simpson's rule. [20 Marks (c) Compute the latitudes and departures of the traverse legs, given in the table below. Latitude Course Departure (m) (m) AB BC CD Length (m) 472.68 216.13 276.52 382 24 Bearing S...
a) Use Fubini's Theorem to argue that the solid drawn below has volume AL, where A is the area of the shaded front face and L is the length of the base of the right face. (Hint r'irst, define a function J(e- u) and region D, and then compute )A.) f(x, y) dA.) 2 (a, 0, 0) (0, b, 0) (a, b, 0)
a) Use Fubini's Theorem to argue that the solid drawn below has volume AL, where A is...
Let Σ = {0, 1). (a) Give a recursive definition of Σ., the set of strings from the alphabet Σ. (b) Prove that for every n E N there are 2" strings of length n in '. (c) Give a recursive definition of I(s), the length of a string s E Σ For a bitstring s, let O(s) and I(s) be number of zeroes and ones, respectively, that occur in s. So for example if s = 01001, then 0(s)...
(1) Determine whether the following series converge or diverge: (a) Σ=0 η2 n=1 (b) Σ=0 520 και (c) Σ=2 /n ln (η) 2n (4) Σ. sin(1) η2 (e) Σ1 (1) Σ=1 n2-3n+1 ln(η).
Consider the schemas and instances below. #prod should be prodid #dep should be depid. Schemas - Produc #prod, pane, rioe) - Depot(#dep,addr, volume) - Stock(#prod, #cdep,quantity) Instances Product #prod pl p2 p3 price pname 25 tap tv ver Depot #dep ad dl d2 d4 volume New Yor Syracuse New York 2000 9000 6000 Stoek #dep | quantity dl d2 d4 #prod pl pl pl 1000 -100 1200 p d1 di d2 E00 CO 2000 The primary key of product is...
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