4. A and B are two points located on each bank of a river and near the abutments of a proposed bridge. To determine its distance, a baseline CD 180 m long were established on one bank of river and the transit was set up on stations C and D and azimuth from the south were taken as follows: LINE AZIMUTH FROM THE SOUTH 210 260 290 с -D C-A C-B D-A 301* D-B 315

4. A and B are two points located on each bank of a river and near the abutments of a proposed bridge. To determine its distance, a baseline CD 180 m long were established on one bank of river and the transit was set up on stations C and D and azimuth from the south were taken as follows: LINE AZIMUTH FROM THE SOUTH 210 260 290 с -D C-A C-B D-A 301* D-B 315

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: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B ANS N, m…

Q: Determine Ix of the shaded area shown in the figure below

A: Consider the figure,

Q: Q2) In the figure shown, find the direction from point M into point P, if you know the direction the…

Q: 15. What is the area of the clear sight triangle required for a passenger car at a signalized…

A: Transportation engineering is the design, development, and maintenance of transportation systems…

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

Q: A traverse survey was performed and the following data was recorded. I.S. TGT F/S HORIZ.CIRCLE SIDE…

A: Observation Table I.S TGT F/S Horizontal Circle Reduced Angle A E L/R 106-47-00 56-53-00 B…

Q: PROBLEM The baseline AB of a Triangulation system is equal to 400 m long Stations C and D are the…

Q: QI/from the following not of the section leveling were taken along a line of a proposed road surface…

A: Since the slope value is not provided, the solution for Part 1 is as follows: Given Data: Elevation…

Q: Station Chainage (m) BS IS FS Rise (+) Fall (-) RL (m) Remark 1 3.250 249.260 BM 2 20 1.755 0.750 СР…

A: Raise and fall. Method Arithmetic check Sum of BS - sum of FS = Sum of rise - sum of fall = last…

Q: The calculated reduced levels for a longitudinal section of the current smoothly curved land…

A: Tabulate the distance and the reduced levels.To find: Area below the formation level of .

Q: Find the distance between P1 ( 3, 120°) and P2 ( 4, 30°)

A: Solution: d = r12 + r22 - 2r1r2cos(θ1-θ2) where, P1 = (r1 , θ1) and P2 = (r2 , θ2) Here,r1 = 3 θ1 =…

Q: 345 67 89 1o I1 2 200 b00 Find Pot Fil_assumeis87

A: Note: Hi! Thank you for the question as per the honour code, we’ll answer the first question since…

Q: a. b. C. What is the interior angle at C? e. What is the interior angle at A? What is the area of…

Q: A = 30° Az = 40° A3 = 25° | PT,-PC: |= 80 m | PT;-PC3 |= 90 m | PT3-B |= 100 m St Km A: 0+000.000 St…

A: Curb: The edge or the elevation that is formed between road and pavement is known as Curb. The…

Q: In the PLSS, errors due to curvature are placed where? O Along the north and south sides of the…

A: Levelling is the process of calculating the vertical elevation of the points with reference to the…

Q: 25 m and QR = 87 m, calculate: The distance PR to the nearest meter. The angle of elevation of T…

Q: find area

A: Given: Station X (Easting) Y (Northing) 1 0 0 2 50 53 3 102 109 4 156 168 5 212 230 6…

Q: A transit with a stadia interval factor of 100 was set up at c with elevation of 500 m. and the…

A: stadia interval factor K=100 and stadia additive constant C= 0.3 distance L=KS+C readings of rod at…

Q: 3. A closed traverse has the following data LINE XY YZ ZX LENGTH 126 m 233 m 170 m BEARING N 35d E S…

Q: ven 4 hr UH, derive the ordinate of 2 hr UH using S-Curve method? 0246 8 10 12 14 16 18 20 22 24 262…

A: Time (hr)4 hr UH (m3/sec)002842064388010110121301414616150181422013022112249026702852Form the given…

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

Q: Find station and eleva THE PARABOLA. GIVEN:

A: PVCSTATION=PVISTA-L2PVCsta=1000-8002=6+00PVCELV=PVIELV-g1L2PVCelv=71.5-0.03×8002PVCelv=59.5ftEquatio…

Q: A railroad intersects a curve highway AB. Distances along AB are measured along an arc. Using the…

A: Answer Stationing at the intersection x = station at A + Length of curve AX Length of curve AX =…

Q: Ifr=h(4h3 – 5), find the percentage error inr ath=1, if the error in h %3D is 0.04.

A: Equation, r = h( 4h5 - 5 ) h = 1 error in h = dh = .04

Q: PROBLEM 2: R₁ DOUBLE INTEGRATION 400 N/m 2m 2m METHOD R2

A: Given: Required: Use double integration method to find slope and deflection equation

Q: The table below contains the cross-sections Areas of road Calculate the volumes of the earth work…

A: Consider the given data. The formula to calculate the volume is given by, V=A1+A22width

Q: B. y = ce4* A. y = c,e 4* (D2 – 3D – 4)y = 30e4* A. y = ce4* + cze¯* +e* 10 B. y = ce4* + cze-* +…

Q: To mitigate the closing error, sum of latitudes and departures mu equal to zero. O a. True O b.…

Q: in the Bank of Level A of arbitrary elevation 18.52 m, it is required to determine the elevation of…

Q: Two cross sections AB and CD each perpendicular to the base line AC of 250 m length are established…

Q: below using the Hardy Cross method. The CHw is 100. ping

Q: the linear misclosure the final coordinates of stations

Q: Q3: In the figure, Find the distance from B to C: A (100/lo0) 155.3oum UN49 30w 245.918 m

A: Given that: A traverse as shown

Q: Problem 2 a. Location of Trianglemax from A b. Trianglemax

A: Problem 2. The problem is solved with the double integration method. Since each method mentioned is…

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

A: To find out the elevation at each point in the table.

Q: Width U/S of dam = 45.7 , length of spillway = 14.2 , head above crest = 14.9 %3D %3D if approach…

A: A dam is a pressure driven design of genuinely impenetrable material worked across a waterway to…

Concept explainers

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.

Question

4. A and B are two points located on each bank of a river and near the abutments of a proposed bridge. To
determine its distance, a baseline CD 180 m long were established on one bank of river and the transit
was set up on stations C and D and azimuth from the south were taken as follows:
LINE
AZIMUTH FROM THE SOUTH
с -D
210
С -А
260°
290°
301
315
C-B
D-A
D-B
Calculate the distance: AD, BD, AB and CB.
A
B

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

Step 5

Step 6

Trending now

This is a popular solution!

Step by step

Solved in 6 steps with 10 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

L= 450 feet g1 =- 3.00% 92 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station g:X Curve (in sta.'s) Elevation EVC Sta: 68+00 67+00 66+00 65+00 0.75 -2.25 0.28 564.78 BVC Sta 566.75 What is the EVC station? 69+00 68+75 O 68+50 O 68+25
In the intention to construct a motorbike road, some surveying work has been carried out at the proposed site to calculate the levels of natural land for a group of points located along the central line of that proposed road, as represented in the table below P7 P8 258.294 256.339 257.673 255.861 point P1 P2 275.357 275.48 256.48 P3 P4 P5 P6 P9 GroundEl(m) 257.8 Dist(m) 257 100 200 300 400 500 600 700 800 The natural ground level was chosen as the fifth point to be the equivalent of the design level of the proposed road, and the design inclination of the road from the first point to the fifth was determined to be (-1%) and from the fifth point to the ninth point was (+ 0.5%). Calculate the depth of digging and burial for all points?
questions by completing the tabulation below. What is the adjusted length of line AB using transit rule? COMPUTED LATITUDE COMPUTED DEPARTURE LINE DISTANCE (m) BEARING E 517.46 20.09 N 647 25 203.03 720.35 610.24 275.13 S 53.08-E S5.68- E N 15.53-E N 75.41- W S 26.16- W 388.80 202.03 AB BC CD DE 694.05 192.87 EA SUMS COMPASS METHOD ADJUSTED LATITUDE DEPARTURE LATITUDE DEPARTURE 4.89 1.53 5.45 ADJUSTED LENGTH ADJUSTED BEARING LINE CORRECTION ADJUSTED АВ BC CD DE 2.63 0.83 2.93 -391.43 -202.86 691.12 512.57 18.56 187.42 644.91 203.71 716.08 S 52.63-E S5.23 E N 15.17 E EA SUMS TRANSIT METHOD ADJUSTED LATITUDE DEPARTURE LATITUDE DEPARTURE ADJUSTED LENGTH ADJUSTED BEARING LINE CORRECTION ADJUSTED AB BC CD DE EA SUMS N 15.43 E N 75.67- W S 26.32- W 4.12 0.91 1.46 2.48 7.60 1.56 689.93 152.81 -248.41 190.39 598.16 -122.86 715.72 617.37 277.13 ADJUSTED LATITUDE -391.43 -202.86 691.12 ADJUSTED DEPARTURE 512.57 18.56 187.42 COURSE DMD 2A DPD 2A 512.57 1043.70 1249.68 -391.43 -985.72 497.46…
Complete solution
Complete solution
The table below contains the cross-sections Areas of road Calculate the volumes of the earth work Distance(m) 0 30 60 120 180 Areas (m?) 48.00O 37.500 25.345 13.854 14.145 * O V1=2233.45 m3, V2=1362.250m3 O V1=1262.250m3, V2=2233.45 m3 O V1=2233.45 m3, V2=1262.250m3 O V1=2233.45 m3, V2=2322.45m3
In the tabulation of data shown:Take X = 621.22What is the Correction Departure of Line 1-2 using Transit Rule?
Given 4 hr UH, derive the ordinate of 2 hr UH using S-Curve method? 0246 8 10 12 14 16 18 20 22 24 26 28 08 20 43 80 110 130 146 150 142 130 112 90 70 52 Time(hr) 4hr UH (m/s)
Q2) The areas within the underwater contour lines of a reservoir are as follows: Contour (m) 184 182 180 178 176 174 172 Areas (m²) 3125 2454 1630 890 223 110 69 Calculate(a) the volume of water in the reservoir between 172 m and 181 m contours using the end area method and the prismoidal formula. (b) the water level when the reservoir contains 1,200,000m³.
Please show complete answer and FBD
2. h, = 2.399 m, h, = -1.556 m, hz = -1.528 m, h4 = 1.542 m, HA = 136.126 m, H = 137.038 m. Point Distance /km 1, /m v, /mmh, ' /m H, /m A 1.0 2.399 136.126 1 1.5 |-1.556 1.8 -1.528 1.2 1.542 B 137.038 S β-Σh-(Η, -Η) - S - 240/ī - 2.
Trial Line Length (m) Difference Mean Relative Precision 1 АВ 258.50 2 ВА 258.85