What is the fiction angle of slice 3 in the figure bleow ? a. 25o b. 26o c. 27o

Q: E50 1.56q + 0.56 log 99 + 0.044q. + 0 %3D 1000 52500 99

A: 501000=1.56q052500+0.56 log(99+0.044q099)+00.05=1.56q052500+0.56log(99+0.044q099)+0multiplying whole…

Q: LENGTH SI DE BEARING (m) 382.50 Due East AB вс 248.78 Unknown S89°25'E s27 45'w CD DE 220.42 Unknown…

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Q: Determine the hydrologic risk

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Q: The azimuth of line CD is 115deg24'32". Determine the slope of line CD. Provide 3 decmials in your…

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Q: Convert the angle 238ᵒ25’50’’ into its equivalent in decimal degrees.

A: Concept used:- 1ᵒ = 60’ (1 degree = 60 minutes) 1’ = 60’’ (1 minute= 60 seconds)

Q: Complete the table. Write NA if the angle is undefined. Do not include the direction of the angle.…

A: Angle to the right means = Direct angle    Direct angle is the angle measured clockwise from the…

Q: Determine the whole circle bearing of line CD in degrees.

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Q: Compute the angle (0) from the below figure: A(11150.509, 11825.802) B(11807.821, 11582.456) 402…

A: Coordinate (x,y) = (Departure, Latitude) To Determine Angle (θ) from the given figure.

Q: Figure 5 $75 15'E 708.35 m Unknown $86 35 W 607.66 m 301.08 m Determine: Length of Line DE Bearing…

A: To Determine: Length of Line DE Bearing of Line FA To Draw the new traverse showing a new cut line…

Q: Q2: In the traverse below, find the length of CD, so that the point ADH will be on one line Line…

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Q: Example 9.2. From two triangulation stations A and B the clockwise horizontal an station C were…

A: Given:- Angle BAC=50 o05'25" Angle  ABC=321o55'44" To find:- coordinates of C

Q: AZIMUTH COURSE DISTANCE (m) FROM SOUTH 1 -2 269.90 Unknown Unknown 75 00' 141 18' 2-3 3-4 199.88 225…

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Q: If Line AB is due North, the following are the interior angles the polygon ABCDE? The following…

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Q: Example : The following bearing of the lines observed for closed tränverse ABCDA with the surveyor…

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Q: Draw the orthographic side view of the given image with proper dimensions.

A: TO draw Orthographic Side View of the given image

Q: A ball is projected at such an angle that the horizontal range is three times the maximum height.…

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Q: ● Find the total area of rectangle below Close traverse W N O | 131 S 5 m.

A: Distance and bearing of the traverse is given as Line Distance (m) Bearing AB 3 m 31o BC 5 m…

Q: TRAVERSE DATA W/ OHITTED MEASUREMENTS LUNE LENGTH (m) BEARING AB 550.00 S 80.00° W BC 295.00 N…

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Q: Illustrate and compute the angles AOB, BOC and DOE from the following set of lines: a) OA, N 59° 12’…

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Q: Calculate: Radius of Curve Chainage of A and B Set out curve by Rankine method

A: angle AOI=φ2=20° In triangle AOIcos20°=R/OI0.9397=R/300R=282ft.

Q: LENGTH (m) SIDE BEARING NO9*30'w N55*06'w S57 35'w s04*05'E AB 413.60 BC CD DE 304.38 407.21 Unknown…

A: Given:- Length bearing To find:- length DE Bearing EA

Q: 1 Calculate the position of the shear centre of the beam section shown in Fig. P.10.20. Ans. 0.61r…

A: Given:- A beam section i.e. quarter in shape is given  The radius of the quarter = r  To determine:-…

Q: Problem 2 Fill up the missing data Draw the traverse. LINE AB BC CD DE EF DISTANCE(m) 42 35 80 80 45…

A: Given: Length of AB=42 m Length of BC=35 m Length of CD=80 m Length of DE=80 m Length of EF=45 m…

Q: Problem 2: Problem 2: Determine the azimuths of the line provided in the following drawing. Line…

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Q: Table 5 Line Bearing N 66-27 E S 40-32 E S 23-03 W N 73-58 W N 15-30 W Distance AB BC CD DE EA…

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Q: LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N…

A: Assume distance of line CD be "x" and bearing of EF be "a". To determine the values of x and a.

Q: Draw projections of the following two points A & B on the same XY line. Keep a gap of 50 mm between…

A: The figure or view shaped by joining, in right succession, the points at which these lines meet the…

Q: Find the size of angle A.

A: Consider the figure,

Q: Surveying )Find the FB. of the following lines from their B.B. Line AB=75° 30', Line CD=110° 30'…

A: Given, Fore bearing of , Line AB=75° 30' Line CD=110° 30' Line EF=220° 30' Line GH=280° 30'

Q: Calculate the Minimum X distance on the drawing below: 1.000 C Ø.995-1.000 +0.008MABC X O…

A: Given, Elevation and plan drawing of a section   To find : Minimum value of 'X'

Q: A polygon has the following interior angles: 135°, 135°, 148°, 90°, 178°, 80°, 180°, 60°, 72°. Will…

A: Given data, Interior angles of a polygon are 135°, 135°, 148°, 90°, 178°, 80°, 180°, 60°, 72°

Q: view 20mm 30mm 60mm 76.00 mm B 60.00 mm 69.00 mm D 26.00 mm 46.00 mm F 56.00 mm 66.00 mm

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Q: A series of perpendicular offsets were taken from a base line to a curved boundary line. These…

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Q: How to find the measure of the lines? 60 degrees, 127 to 53 degrees, and 125 degrees.  Area =…

A: A figure in which the area and perimeter arearea = 144.1672 perimeter = 71.8077needs to find the…

Q: LINES BEARING DISTANCES АВ N 28° E unknown BC Due East 250.62 m CD S 32° E unknown DA Due West…

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Q: What is a latitude of a line? O a. none of the above O b. It is an orthographic projection of a…

A: Projection of line on North-South axis is called Latitude. It is considered positive on North axis…

Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: 18. From the shown figure below, determine the unknown data. LINE LENGTH BEARING AB 415.50 N70 15'E…

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Q: Smooth planes support two identical 30-kg cylinders A and B. Calculate the total number of reactions…

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Q: Eち 30 30 /30 30 E0-300,86=2007Ec=400

A: Given values: εa=300εb=200εc=400 Taking components along X-axis and Y-axis-…

Q: Please indicate whether the following beams are statically determined, statically indeterminate, or…

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Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

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Q: AZIMUTH 225°00 LINES DISTANCES A-B 1200 m B-C 346 00 1400 m C-A 票 畫 E ----- N-

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Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.