37. The following offsets are taken from a survey line to a curved boundary line:Distance 0 5 1030 40152032.50 3.80 4.60(m)Offsets(m)Find area between the survey line, the curved boundary line, and the first and last offsetsby:a. The trapezoidal ruleb. Simpson's rule5.20 6.10 4.70 5.80Length (m)75.50180.5060.25?LineABBCCDDACompute the length and bearing of line DA.39. The incomplete traverse table is obtained as follows:LineABBCCDDA38. The following records are obtained in a traverse survey, where the length and bearing ofthe last line were not recorded:60 80Length (m)100.080.5060.0?Calculate the length of DA and bearing of AB.40. The record of a closed traverse is given below, with two distances missing:LineLength (m)AB100.5BC?CD75.0DE50.5EA?Bearing?140 30220 30310°15'following quantities for setting out a curve of radius 275 m.a. Tangent lengthb. Length of long chord3.90Bearing30 24110°36'210°30'?BearingN 30°30' ES 45 0' ES 40 30' WS 60'0' WN 40°15' Wc. Length of the curved. Chainage of point of commencement and tangencye. Apex distancef. Versed sine od curve44. Determine the values of stadia constants from the following observations:2.20Calculate the length of BC and EA.41. Describe the location and function of the plate bubble and the altitude bubble?42. State the procedure involved in bringing the bubble to the center in Theodolite Traverse?43. Two tangents intersect at a chainage of 1320.5 m, the deflection being 24°. Calculate the

“Since you have asked multiple questions, we will solve the first question for you. If youwant any…

37. The following offsets are taken from a survey line to a curved boundary line: 5 10 15 20 30 40 60 Distance 0 (m) Offsets 2.50 3.80 4.60 5.20 6.10 (m) 4.70 5.80 3.90 a. The trapezoidal rule b. Simpson's rule 80 2.20 Find area between the survey line, the curved boundary line, and the first and last offsets by:

37. The following offsets are taken from a survey line to a curved boundary line: 5 10 15 20 30 40 60 Distance 0 (m) Offsets 2.50 3.80 4.60 5.20 6.10 (m) 4.70 5.80 3.90 a. The trapezoidal rule b. Simpson's rule 80 2.20 Find area between the survey line, the curved boundary line, and the first and last offsets by:

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: 1. Prepare a set of profile leveling notes for the survey in Figure 1. In addition to computing all…

A: A profile leveling survey figure given belowNeed to findPrepare a set of profile leveling notes for…

Q: 4. During the survey of four sided polygon, closed traverse has the following dată ! Side AB =…

A: Note- a} Point Angle A 51o13' B 105o39' C 78o11' D 124o47' Sum 359o50'0''

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…

Q: 54.330.713+ 8.92

A: Given: 330.713+ 8.92 Calculation: Suppose, x=330.713+8.92. x=330.713+8.920=339.633

Q: A F B AB=225°33'10" BC== 181°44'00" CD==90°01'00" DE=315°22'15" D EF= 50°12'07"

A: Given Data: AB=225o33'10'' BC=181o44'00'' CD=90o01'00'' DE=315o22'15'' EF=50o12'07''

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: Latitude Departure ne Length(m) Calculated Bearing +N -s +E -W 13.20 17.42 10.00 13.90 11.55 66.07

Q: Q.3. A levelling table is given below. a) Calculate the elevations of every station given in the…

Q: The following offsets were taken from a chain line to an irregular boundary line at an interval of…

A: Given data: 0, 2.5, 3.5, 5, 4.6, 3.2,0 interval =10m

Q: On a map the distance between the end points of a line AB (assumed to be uniform slope) is 10.5cm.…

A: To determine contour line with an elevation of 1820m will cross line AB

Q: .500- 5.02 4.98 0.50 4.00±.02- 50 X 45° + 2.000 2. WHAT IS THE FARTHEST THE LEFT EDGE OF THE Ø.50…

A: Farthest distance = (outer dimension - minimum distance of centre to centre hole)/2

Q: INTERPOLATING CONTOURS ANALYTICALLY. Using a suitable scale, plot a rectangular area 5435 m (length…

A: line legth start point end point elevation difference between point number of meters per 1 m…

Q: From this problem, if the coordinate of A is X = 4858.88 Y = 7432.75, determine the coordinates of B…

A: Lines Azimuth(θ) Distance(l) Latitude (l cosθ) Departure (l sinθ) AB 15o36' l1 l1…

Q: Using a suitable scale, plot a rectangular area 5435 meters (length of side AB) by 2795 meters…

A: Let us first define the region and then plot the contour of 20 m intervals, including the index…

Q: Do the calculations for the origin-destination pair GH: Given the aerial distance between EF=292…

A: Aerial distance EF=292 meters (GH=102 meters)contour spacing of 30 meters

Q: A Surveyor has Surveyed a line (Open Traverse) and Recorded the following results, the length and…

Q: SAMPLE PROBLEM: From the open compass traverse shown, if the forward bearing of line AB is N 75°30'…

Q: Prob. 4 The following offsets were taken at 15 m intervals from a survey line to an irregular…

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

Q: INTERPOLATING CONTOURS ANALYTICALLY. Using a suitable scale, plot a rectangular area 5435 m (length…

A: Introduction- The practice of spacing contours proportionally between plotted ground locations…

Q: 23. From a topographic survey, the elevations point A and B were determined to be 233.7m and 247.7m.…

A: Finding out how many contour lines can be drawn.

Q: The following offsets are taken from a survey line to a curved boundary line: Distance (m) 5 10 15…

Q: If a surveyor measured the azimuth angle of line AB as 60°23' and the angle ABC (shown by B) as…

Q: 12.30m irregular Boundary 10.80m 7.00m 7.50m 6.40m 6.20m 5.0 2.70m -Traverse Line AB 6.0 "6.0 6.0 60…

Q: Find the elevation of point B. Prism 4.68 B L = 226.37' 51.71 Instrument 5.65' BM 1 elevation =…

A: The answers are, Elevation of point B is 842.138 feet Horizantal distance between benchmark and B is…

Q: 10.21 8.03 Area 2.21 Shear Diagram -5.79 -6.32 -9.97 -13.79 9.28 Tangent Line 7.42 Moment Diagram…

A: Slope of moment diagram i.e. dM/dx = shear force at that point . In the above case the slope of the…

Q: The slope lengths of the surveyed line that was measured in 2 sections are 48.23 m with zenith…

A: A zenith angle is the angle between the vertical line at the observer's position and the line of…

Q: The RL of a point is 120 m and elevation of the instrument is 1 m. If a contour line of 119 m is to…

A: Given - RL of point = 120 m Elevation of the instrument (h) = 1 m Elevation of contour line from…

Q: 3. Two sides and the included angle of a triangle were measured as under: a. 757.64 ± 0.045 m b.…

A: Given Data: Two sides and the included angle of a triangle were measured as: (a) 757.64±0.045 m(b)…

Q: In an old survey performed in 1965, a line AB had a magnetic bearing of S75°10'W when the magnetic…

A: The magnetic bearing of AB in 1987 should be??

Q: DISTANCE (m) 607.66 AZIMUTH 86 35' 31°35' 137°10' 240 45' 284 45' UNKNOWN LINE А-В B-C 301.08 677.73…

Q: Line Line AB BC CD DE EA Bearing Dist(m) X 150.00 157.50 165.00 172.50 Distance Bearing S 39° 54' W…

Q: a) A polygon traverse has the following coordinates shown below. Calculate the area within the…

A: The area of a closed non-crossing plane polygon can be computed from the coordinates of the polygon…

Q: From a transit line to the edge of a river a series of perpendicular offsets are measured. These…

Q: The boundaries of two pieces of land were surveyed using a 100-meter surveyor’s tape. AB = 1,129.45…

Q: Please answer ?

A: Sign Convention, (+) ive BM = sagging (-) ive BM = Hogging Midspan deflection = deflection due to…

Concept explainers

Boundary Surveys

A boundary survey is a property survey used to measure the perimeter of any property to locate the boundary line. Only after deciding the boundary, the area of a property can be computed. Bases on the area, the land can be subdivided, sold or any building can be constructed on the land. The property corners are first marked with any type of markers, such as rebar, metal survey markers, pipe, or wooden flags, and are then labeled for identification. The markers should be visible from all sides of the property to ensure optimum visibility. Any paint that assures visibility is used to indicate the boundaries in between the corner points. The procedure of delineating property lines must adhere to legal description and guidelines and it is an important part of the land registration system. This type of surveying is also called cadastral surveying.

Question

37. The following offsets are taken from a survey line to a curved boundary line:
Distance 0 5 10
30 40
15
20
3
2.50 3.80 4.60
(m)
Offsets
(m)
Find area between the survey line, the curved boundary line, and the first and last offsets
by:
a. The trapezoidal rule
b. Simpson's rule
5.20 6.10 4.70 5.80
Length (m)
75.50
180.50
60.25
?
Line
AB
BC
CD
DA
Compute the length and bearing of line DA.
39. The incomplete traverse table is obtained as follows:
Line
AB
BC
CD
DA
38. The following records are obtained in a traverse survey, where the length and bearing of
the last line were not recorded:
60 80
Length (m)
100.0
80.50
60.0
?
Calculate the length of DA and bearing of AB.
40. The record of a closed traverse is given below, with two distances missing:
Line
Length (m)
AB
100.5
BC
?
CD
75.0
DE
50.5
EA
?
Bearing
?
140 30
220 30
310°15'
following quantities for setting out a curve of radius 275 m.
a. Tangent length
b. Length of long chord
3.90
Bearing
30 24
110°36'
210°30'
?
Bearing
N 30°30' E
S 45 0' E
S 40 30' W
S 60'0' W
N 40°15' W
c. Length of the curve
d. Chainage of point of commencement and tangency
e. Apex distance
f. Versed sine od curve
44. Determine the values of stadia constants from the following observations:
2.20
Calculate the length of BC and EA.
41. Describe the location and function of the plate bubble and the altitude bubble?
42. State the procedure involved in bringing the bubble to the center in Theodolite Traverse?
43. Two tangents intersect at a chainage of 1320.5 m, the deflection being 24°. Calculate the

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

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps

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

Dumpy and tilting level are used for* For differential and profile levelling Profile and cross sectioning Cross sectioning and fly levelling Reciprocal and precise levelling
In the Sketch below, the folowing information is available: Co-ordinates of Point A Co-ordinates of Point B -1200.632 -1361.727 +18 003,512 +18 140,332 Angle ABC=51:00:00 Angle CDB = 110:27:20 Distance BC=156.112 m Distance CD = 89.613 m Distance BC= 100.292 m Triangulate D, from B and C. A
Are the answers in #1 to #8 is correct? What are the correct answers?
Problem-5 Find the limiting length of the offset in m, if the maximum allowable error in laying offset is 2 degrees. Consider the scale of the map as 1 cm = 100m..
Q.3. A levelling table is given below. a) Calculate the elevations of every station given in the table and show the arithmetic check. If there is an error, please distribute it to the elevations. E = 40* K b) Đraw an illustrative figure for the levelling survey given in the table. Distance Is FS Station BS H.I. Elevation (m) (m) BM A 0.916 1486.813 90 1 1.020 80 1.860 90 3 0.173 1.376 60 4 0.112 1.769 90 5 1.008 3.511 130 1.360 90 7 0.740 110 8 0.688 0.707 70 ВМ В 1.176 1481.201 2.
2. The following offsets, with Sm interval were measured at right angles from a traverse line to inegular boundaries. Calculates the area between the traverse line and the irregular boundaries using the trapezoidal rule and Simpson rule. CH 16 24 32 40 48 56 64 72 RL(m) 0 15.2 14.8 13.5 14.2 15.2 15.6 15.8 16.2
Determine the coordinates of points A,B,C,D and E. Distances between the points are given below. |14| = 21.643 m |AB| = 48.413 m |BC| = 57.743 m |CD| = 40. 722 m |DE| = 19.682 m E 226.7001g x=191.134 m 133.5995g y=24.920 m 1 138.2277g B 170.9221g D A
None
The following perpendicular offsets were taken from a survey distance (m) 0 55 5 70 10 15 30 40 20 Offset (m) 3.92 4.32 3.29 4.05 5.26 2.91 4.76 6.23 5.75 Compute the area between the survey line and an irregular boundary using trapezoidal rule or Simpson's rule. 3 line.
(b) The given perpendicular offsets were taken at 10 m intervals from a survey line to an irregular boundary line. -3.82, 4.37, 6.82, 5.26, 7.59, 8.90, 9.52, 8.42, and 6.43 m. Calculate the area in sq.m between the survey line, the irregular boundary and the first and last offsets by the application of (a) Simpson’s rule and (b) the Trapezoidal rule. Note plz don't forget the minus sign which are -3.82