The cross-section notes shown below are for a ground excavation for an 8-m wide roadway.Station 32+3006.254.75+ 2.25+ 2.20+ 0.75Station 32+4207.205.25+ 3.20+ 0.75+ 1.25m2 i. Find the area of the cross section at Station 32+300.m< ii. Find the area of the cross section at Station 32+420.m ii. Find the volume of excavation.

Answered: Image /qna-images/answer/cb401873-8d49-45ca-80ce-70e925017a6e.jpg

Answered: The cross-section notes shown below are…

Engineering

Civil Engineering

The cross-section notes shown below are for a Station 32+300 6.25 + 2.25 + 2.20

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: 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: 50 15,20 88 63 15/ 20/ 48 25 L 38 75 38

A: Here, the isometric view is given, Take a view from the front where 63 dimension is given; According…

Q: 4. Calculate the elevation for stations along an irrigation canal. Elevation of BM1 is 646.52 and…

A: The forward and backward sights of different stations are givenThe elevation of BM1 = 646.52 The…

Q: From the given data below Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60…

A: Given:-

Q: From the given data below Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60…

Q: Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. S3 79.0g S1 111.7715g 144.3233g s2 E…

A: Step 1

Q: 24 / 9 \div 21 / 5

A: Calculate 21/5. The numerator and denominator do not have common factors to simplify. Calculate…

Q: Find the DMD of the line 5-6.

Q: Station BM3 0+00 1+00 2+00 3+00 TP1 4+50 5+50 6+00 6+70 BM4 BS 2.3 --- --- --- 2.45 --- --- ——— ---…

A: gievn : ELEVATION OF BM1 = 305.3 B.S AT BM1 =2.3 CHANGE POINT =TP1 B.S AT TP1 =2.45 F.S AT TP1…

Q: Determine the magnitude of force F that must be exerted on the handle at C to hold the 75-kg crate…

A: The magnitude of the force is the sum of all the forces acting on an object. The magnitude of a…

Q: ProBlem No. 2 FOR A GIVEN TRAVERSE. SUPPLY THE TABLE WITH THE MISSING DATA AND ANSWER THE QUESTION…

A: There are 6 lines in a traverse Those lines adjusted latitudes and adjusted departures are given.…

Q: ▼ Offset Point A Stationing Offset Part A 0.00 14.9 B 0 + 54.80 34.2 с 1+ 31.88 54.6 D 2+ 13.02 85.4…

Q: Given the following technical description, determine if the traverse is closed. If not, balance the…

Q: Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60 S7-59E DE 753.40 S80-00W EA…

A: Given:-

Q: Find intermidiate elevation

A: ###Finding Elevation of Intermediate Point C ###

Q: For the given sets of adjusted latitude and adjusted departure shown in the accompanying tabulation.…

A: For the latitude in the north as positive and south as negative. For the departure in the east as…

Q: Offset Point A Stationing 0.00 Offset 12.6 B 0 + 54.80 34.2 C 1+ 38.88 54.2 D 2+ 13.02 85.4 E…

A: Offset PointABCDEFGStationing0.000 + 54.801 + 38.882 + 13.022 + 98.743 + 47.824 +…

Q: Calculate the latitudes and departures. Check for closure. If the accuracy needed is 1/7500, is the…

Q: 2.(a) Round-off to the nearest thousandth: 47.24445 (b) Convert the angle 186° 20' (50+y)" into its…

Q: Determine the Area of the given traverse using DPD method. (data in meters) Departure Latitude 37.7…

Q: X8-1. The adjusted clockwise interior angles of a traverse which originates and closes at point A…

A: Given:

Q: 5) Convert the following angles to the sexagesimal system: 23 grad 75.245 grad 151.83 grad

A: sexagesimal system 100 grades (or. 100g) = 90 degrees (or 90°)

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Given Length and bearing of line QR, RS, ST & TQ. Station Q is the origin, (x,y) = (0,0) To…

Q: Calculate the area of X (Easting) closed traverse is a Y (Northing)

A: Given Nothing and easting of different points of closed traverse ..

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1. Given: LINES BEARINGS DISTANCES (m)…

Q: Use the following set of field notes to determine the average zenith angle of the set. Instrument @…

A: Average of Zenith angle = Sum of all angle/ no. Of angle

Q: Three stations P, R and Q are along the same plane. Angle of elevation of the top of signal of…

Q: Given the following information Distance Azimuth (m) Course Bearing Latitude Departure N 60°00' W…

A: Answer:- Latitude and Departure:

Q: SURVEY ENGINEERING A survey monument is installed at STA 12+55.25'. The monument needs to be moved…

A: Given: Current Station = STA 12+55.25’ Increase in station = 177 in

Q: SURVEY ENGINEERING

Q: AI- Departure W Latitude Line E AB ВС 65 80 CD 80 20 DE 35 95 EA 65 50 Find the (+VE) area of the…

Q: Calculate the WCB

A: Whole circle bearing (WCB): - It is defined as the horizontal angle made from magnetic north to a…

Q: STATIONING PC PT PC2 PCC PT2 PC3 PRC PT3 END

A: Station of end point of curve = Station of starting point of curve + Length of curve Stationing is…

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Bearing and Length of Lines of a Traverse QRSTQ is given. Coordinate of origin station Q = ( 0,0 )…

Q: The total station instrument requires a barcoded staff to allow measurements. O a False O b. True

A: The total station instrument requires a barcoded staff to allow measurements. Given Statement is…

Q: The scale of a map is given as 1"-300-ft The elevation at point X = 1080' %3D The elevation at point…

A: Given data, Scale of a map = 1"=300 ft. Elevation of point X = 1080' Elevation of point Y = 1140'…

Q: 2. Compute the area of the whole lot. Lines Lat Dep DMD Double Area AB -310.95 469.84 BC 112.87…

Q: Situation 4. In the given tabulation below the adjusted departures of closed traverse are given.…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: STA BM1 ТР1 ТР2 BM2 BM3 TP3 BM4 ТР4 ТР5 TP6 BM5

Q: Cm hea of he gven oene ung DPD ond DMD mthod COURSE LENGTH (m) BEARING AB 49585 850.62 N4 02E 855.45…

A: Area by Double Meridian Method (DMD method): DMD method is used to determine the area of the closed…

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E ВС 850.62 N 46° 02' E S 67° 38' E…

A: Bowditch method is generally helps to adjust errors in bearings due to angular or linear errors that…

Q: ProBlem No. 2 FOR A GIVEN TRAVERSE. SUPPLY THE TABLE WITH THE MISSING DATA AND ANSWER THE QUESTION…

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

The cross-section notes shown below are for a ground excavation for an 8-m wide roadway.
Station 32+300
6.25
4.75
+ 2.25
+ 2.20
+ 0.75
Station 32+420
7.20
5.25
+ 3.20
+ 0.75
+ 1.25
m2 i. Find the area of the cross section at Station 32+300.
m< ii. Find the area of the cross section at Station 32+420.
m ii. Find the volume of excavation.

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 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

17) Please include a solution and diagram if possible.
How was the sum of angles received? How was the closure error calculated?
Please answer only if you really know it
Using Transit Rule and Compass rule, solve for the adjusted distance of line DE. LINE BEARING DISTANCE AB Due North 1000 BC N45dE 570 CD S60dE 990 DE S20dW 750 EA S87dW 880
4. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 80.40 N 76°00' E 2-3 46.30 S 36°00' E 3-4 72.80 S 61°00' W 4-5 68.00 N 38°00' W Using Compass Rule and Transit Rule: a. Determine the correct bearing of line 2-3 b. Determine the correct distance of line 2-3
The coordinates of traverse station of closed traverse ABCDE are: A (0,0),B (170, 320),C (470, 90),D (340, -110), E (-40, -220). Calculate the area .of traverse 148200 m² O 148310 m² O 148400 m² O 148300 m² O
13. Given the following data from a balanced traverse, find the area of the traverse by DMD method. LINE ADJ. DEP. ADJ. LAT 1-2 +3.14 -18.55 2-3 -55.05 +9.45 3-4 -3.53 +19.51 4-1 +55.44 -10.41
Given the corrected latitudes and departures of a closed traverse, Compute the DMD of line 3 - 4. Compute the DPD of line 4 - 5. Compute the area of a closed traverse in hectares. a. b. C. LINES LATITUDE DEPARTURE 1-2 +80.16 -40.12 -36.82 +50.42 2-3 -40.13 3-4 +70.18 -30.14 4-5 +30.36 5-6 +60.20 -52.34 6-1 -140.27 +48.50
Practical part: Q5).The following angles and distance were measured in the closed loop traverse (ABCDEFA), Draw the traversing shape with angles and calculate the correction per Angles and compare the results with the specifications. S Station A B C D E F Side AB BC CD DE EF FA Angle 124°08'40" 126°59'01* 97°39'53" 137°05'60" 118°16'50" 115°43'35" 12698 57 1 115.73 71983
1. Given the following data of a closed traverse: a. use sine law to determine the distance of line 3-4 b. use sine law to determine the distance of line 4-5
Q1) The following sketch include inverting readings of some stations. Calculate the elevations of all stations. A Slope 6% C 3200 20 m 1055 1.330 100 00
Given the following information Course Bearing Azimuth N 60°00' W 300°00' S 40°38' W 220°38' S 10 28' W 190 28' AB BC CD DE EA S 83°33' E 96°27' N 81°30' E 81°30′ Distance (m) 371.006 110.222 139.872 103.119 319.860 Latitude Departure a. compute the latitude and departure (put your answers in a table) b. determine the error of closure and compute the precision ration and express in a format of (1:XXXX)